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Prominence Square L24-0001
Prominence Square L24-0001/20250319 - UPDATED REPORT.pdf Microsoft Word - LOMR Report.doc P:\Projects\GEES1354 - Prominence\Submittals\LOMR\2025-03-04 4th Submittal\PARTS\LOMR Report.doc LETTER OF MAP REVISION (LOMR) FOR Prominence Square DENTON, TEXAS Prepared March 4th, 2025 TBPE Firm#: 7898 AEG Project: GEES1354 2415 N. Elm Street • Denton, TX 76201 • Office: 940.380.9453 • www.ae-grp.com P:\Projects\GEES1354 - Prominence\Submittals\LOMR\2025-03-04 4th Submittal\PARTS\LOMR Report.doc Project Narrative Prominence Square is a mixed-use development located within the City of Denton, Texas. The property is east of Loop 288 and south of Highway 380 (University Drive). This tract is located along Cooper Creek and a tributary referred to as Stream CC-1 as shown on the Denton County Flood Insurance Rate Map (FIRM), and designated Zone ‘AE’. Field work for the Flood Insurance Study (F.I.S.) was provided in 1983. Updated cross-section to show anticipated excavation fill and culvert construction to allow construction of a driveway across the floodplain to improve traffic circulation through the site, excavation primarily in the over-bank area to improve flow conditions and reclamation activities to make the north- western portion of the site more suitable for development was approved with a Conditional Letter of Map Revision dated July 7, 2011. Since this action, the City of Denton in conjunction with the Texas Department of Transportation constructed a Bridge over Cooper Creek at Mayhill Road, immediately downstream of the Prominence Square property. This Letter of Map Revision Request documents the current conditions based on topographic information obtained in 2023 which documents the construction of the facilities proposed with the approved CLOMR as well as the new bridge construction at Mayhill Road. This study documents as built improvements proposed during the CLOMR process under Case No. 10-06-3395R and approved on 07-07-2011. Page 3 of 13 CONTACT INFORMATION Technical questions regarding the results of the Drainage Study may be directed to the following engineer: Greg K. Edwards, P.E. Allison Engineering Group TBPE Firm Registration No. 7898 2415 N. Elm Street Denton, Texas 76201 (940) 380-9453 Page 4 of 13 TABLE OF CONTENTS Page Project Narrative ........................................................................................................................................ 2 CONTACT INFORMATION ........................................................................................................................ 3 TABLE OF CONTENTS ............................................. .................................................................................... 4 LIST OF APPENDICES ............................................................................................. ..................................... 5 FLOODPLAIN REPORT ................................................................................................................................ 6 1 INTRODUCTION ................................................................................................................................... 6 1.1 Project Location .......................... ......................................................................................................... 6 1.2 Purpose ............................................................................... .................................................................... 6 1.3 Background ................................................................................................................. .......................... 6 1.3.1 FEMA FIRM REFERENCE ................................................................................................................... 6 2 SURVEY AND MAPPING .................................................................................................................... 7 2.1 Field Survey Data ............................................. .................................................................................... 7 2.2 Project Datum .............................................................................................. ......................................... 7 3 HYDROLOGIC ANALYSIS .................................................................................................................. 7 3.1 Methodology ........................................................................................................................................ 7 4 HYDRAULIC ANALYSIS ...................... ................................................................................................. 8 4.1 Methodology ................................................................................... ..................................................... 8 4.2 Effective Models .......................................................................................................................... ......... 8 4.3 Pre-development Conditions Models ....................................................................................................... 8 4.4 Post Project Conditions Models ....................................................................................................... 9 4.5 Model Results ................................................................... ................................................................... 10 5 CONCLUSION ................................................................................................................... ................ 13 6 FEMA Form Explanations................................................................................................................ 13 Page 5 of 13 LIST OF APPENDICES APPENDIX A – Cooper Creek 1. Duplicate Effective Hec-Ras ver. 6.3.1 2. Corrected Effective Hec-Ras ver. 6.3.1 3. Post Project Hec-Ras ver. 6.3.1 4. Duplicate Effective Report 5. Duplicate Effective Floodway Summary 6. Duplicate Effective Multi-flow Summary 7. Corrected Effective Report 8. Corrected Effective Floodway Summary 9. Corrected Effective Multi-flow Summary 10. Post Project Report 11. Post Project Floodway Summary 12. Post Project Multi-flow Summary APPENDIX B – Stream CC-1 1. Duplicate Effective Hec-Ras ver. 6.3.1 2. Pre-Development Hec-Ras ver. 6.3.1 3. Post Project Hec-Ras ver. 6.3.1 4. Duplicate Effective Report 5. Duplicate Effective Floodway Summary 6. Duplicate Effective Multi-flow Summary 7. Corrected Effective Report 8. Corrected Effective Floodway Summary 9. Corrected Effective Multi-flow Summary 10. Post Project Report 11. Post Project Floodway Summary 12. Post Project Multi-flow Summary Page 6 of 13 FLOODPLAIN REPORT 1 INTRODUCTION This floodplain report presents an application for a Letter of Map Revision (LOMR) to the City of Denton and FEMA of a studied section of Cooper Creek. The analysis and modeling of the presented Cooper Creek and Stream CC-1 was completed in accordance with the Denton Development Code (DDC), including the Drainage Criteria Manual and Floodplain Ordinances, as well as industry standard engineering practices. This LOMR report was preceded by CLOMR Case No. 10-06-3395R. 1.1 Project Location The analyzed stretch of stream is located in Denton County, generally located at the south eastern corner of Loop 288 & Hwy 380 intersection. 1.2 Purpose It is the intent of the applicant that this report documents the post project conditions of Cooper Creek and Stream CC-1, and present this information for an application of a Letter of Map Revision (LOMR) to FEMA for the purpose of modifying the effected Flood Hazard Area from US 377 (University Drive) to a point just downstream of Mayhill Road. This report is intended to establish floodway limits as defined by the 44 Code of Federal Regulations 60.3(d)(2) and show compliance with the 44 Code of Federal Regulations 65.12. 1.3 Background 1.3.1 FEMA FIRM REFERENCE The floodplain mapping information for this section of the creek is as follows: Flood Insurance Rate Map (FIRM), Denton County, Texas and Incorporated Areas. Map Number 48121C Panel Number 0380G Effective Date: April 18, 2011 The Federal Emergency Management Agency (FEMA) has categorized this section of Cooper Creek and Stream CC-1 as a Zone AE Flood Hazard Area, being defined by FEMA as: Areas with a 1% annual chance flood event generally determined using approximate methodologies with Base Flood Elevations determined. Page 7 of 13 2 SURVEY AND MAPPING 2.1 Field Survey Data A post development topographic survey was conducted on December 2023 that was used to develop the channel geometry (cross-sections) for the hydraulic analysis. Channel geometry upstream of section 17512.92, and downstream of section 13737, was unchanged from the models provided by the City of Denton for Cooper Creek. Channel geometry upstream of section 1360, was unchanged from the models provided by the City of Denton for Stream CC1. An Exhibit and CAD file has been provided showing the topographic survey data. 2.2 Project Datum The Horizontal Bearing system is based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Elevation information is based on North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS Network (Geoid 12B). 3 HYDROLOGIC ANALYSIS 3.1 Methodology The previously approved flows used in the CLOMR were used in this study and no new computations are submitted. The approved 100-year flows affecting our study are shown in Table 1 of this report. Table 1 Flow Summary Cross-Section Range Pre-Development Flows (cfs) Post-Development Cooper Creek 18967.14 7,007 7,007 17512.92 7,270 7,270 14,600 9,068 9,068 Stream CC-1 4+80 thru 19+10 2,500 2,500 Page 8 of 13 4 HYDRAULIC ANALYSIS 4.1 Methodology Cooper Creek and Stream CC-1 was analyzed using the computer program HEC-RAS, River Analysis System (RAS), developed by the Hydrologic Engineering Center of the USACE (Version 6.1). The hydraulic model uses the peak discharges as explained above to determine the floodplain inundation limits throughout the site. The procedures used in developing the hydraulic models are further explained below. 4.2 Effective Models Cooper Creek models and results are provided in Appendix “A” and Stream CC1 models and results are provided in Appendix “B”. For Cooper Creek, the HECRAS model provided by the City of Denton was renamed Cooper Creek Duplicate Effective and saved in HEC-RAS version 6.3.1. For Stream CC-1, the model provide by the City of Denton, was renamed Stream CC-1 Duplicate Effective and saved in HEC-RAS version 6.3.1. This is the same model data provided with the 2011 approved CLOMR. Plans titled “Multi-flow” and “Floodway” proved the computations and summaries for the 10-yr, 50-yr, 100-yr and 500-yr storms (Multi-flow) and the plans titles “Floodway” compare the 100-yr and encroached (or floodway) runs. 4.3 Pre-development Conditions Models Pre-development conditions for Cooper Creek and Stream CC-1 are best represented by the Corrected Effective model from the 2011 approved CLOMR. The Corrected Effective models were developed by updating the Duplicate Effective model provided by the City of Denton with additional and relocated cross sections to cut down on some of the excessive lengths between cross sections and be more consistent with the proposed section locations which would be needed to model the anticipated culvert locations. Although flows were not changed from the Duplicate Effective, the Boundary condition was changed to “Normal Depth” using the difference in the flow lines between sections 480 and 680, and dividing by the channel length, to be more consistent with the current FEMA practices. Due to the changes in the Creek Centerline through the study limits and preserving the upstream and downstream river stations, there are discrepancies between the river stations and reach lengths through the site. The River Stations are only a name designation and should not affect the results. Page 9 of 13 Corrected Effective Models from the 2011 approved CLOMR were opened with HEC-RAS version 6.3.1 and renamed Cooper Creek Corrected Effective for Cooper Creek , and Stream CC-1 Corrected Effective for Stream CC-1. Plans titles “Multi-flow” and “Floodway” were created to meet the FEMA design flow requirements as noted above. 4.4 Post Project Conditions Models Post Project conditions for Cooper Creek and Stream CC-1 were modeled based on updates from “As-built” survey data provided by Trinity Land Surveying dated December 2023. The Survey is a combination of areas with contour data and sections with point grade elevations along the studied cross section locations. The major differences from the Corrected Effective conditions model is the updated sections to document the As-built conditions of the culverts, cuts and fills authorized by the 2011 CLOMR, along with new modeling for the Mayhill Road bridge constructed by others since the approval of the CLOMR. Cross sections were added or relocated to better model these features. The Pre-development model for Cooper Creek was updated and renamed “Cooper Creek Post Project”. The Pre-development model for Stream CC-1 was updated and renamed “Stream CC-1 Post Project”. Plans titles “Multi-flow” and “Floodway” were created to meet the FEMA design flow requirements as noted above. For Stream CC-1 the “Normal Depth” Boundary Condition slope was cared over from the Corrected Effective model resulting in a slightly lower water surface elevation resulted at section 480. This elevation was below the main channel elevation, therefore the delineation shown on the work map is based on the higher Cooper Creek Base Flood Elevation at and upstream of the junction of the creeks. In General roughness values were preserved from existing conditions outside of our updated area and conform to City of Denton standards within the limits of improvements of our revisions. The delineation of “Other Flood Areas” as estimated during the CLOMR process has been revised based on the field survey data provided with this report. This area is generally located on the north west corner of the site along the TxDOT ROW. The area is subject to flooding due to back-water effects from Cooper Creek and Stream CC-1 but is not included as part of the active flow area. This is done by designating these areas as “ineffective flow areas” within the HecRas model as defined by the user manual. Page 10 of 13 4.5 Model Results A comparison of the 100-year water surface elevations at cross-sections based on the Cooper Creek Hec-Ras Models are as follows: Page 11 of 13 Table 2 Cooper Creek 100-year Water Surface Elevation Comparison Table Section Effective Predevelopment Post Development 13158.3 570.32 570.32 570.32 13936.06 572.43 14100 574.77 573.82 14200 575.81 575.44 14300 577.18 575.84 14400 578.44 576.12 14500 578.52 576.10 14550 578.93 576.52 14598.35 574.54 579.06 576.67 17300 580.85 577.99 17400 581.20 578.59 17500 581.38 578.74 17512.92 581.63 581.44 578.86 17753.03 583.03 582.69 579.99 18234.52 583.58 583.66 581.79 18523.65 583.67 583.73 582.28 18596.961 585.25 585.29 584.50 18967.14 586.30 586.31 586.15 A comparison of the 100-year water surface elevations at cross-sections based on the Stream CC-1 Hec-Ras Models are as follows: Table 3 Stream CC-1 100-year Water Surface Elevation Comparison Table Section Effective Predevelopment Post Development 480 576.30 576.48 577.11 680 578.54 699 578.64 725 580.42 744 578.78 765 580.71 827 578.79 850 581.28 883 578.69 930 583.08 974 579.84 Page 12 of 13 1255EX = 1086PR 584.02 579.89 1280EX = 1114PR 579.60 584.06 579.40 1360 579.80 584.17 579.41 Page 13 of 13 5 CONCLUSION Since the 100-year water surface elevation and energy gradient for the Post Project models are less than the Pre-development Conditions models at the upstream limits of our modifications; for both Cooper Creek and Stream CC-1, there should be no increases in upstream water surface elevations due to the improvements shown by the as-built information. 6 FEMA Form Explanations The following explanations refer to the FEMA forms located in Appendix ‘E’. The following information will refer to the FEMA form reference then provide the additional information or explanation. MT-2 Form 1 Item B. 5. b. - This excavation box was checked on the Cooper Creek form since the excavation is to mitigate the proposed fills and I did not feel that it fit appropriately into the channelization category. MT-2 Form 2 Item B. - Digital Models submitted on attached disc which is placed in the front pocket of this binder. MT-2 Form 2 Item C. - The certified topographic map is included in the Prominence Square Floodplain Study drawings which are placed in the back pocket of this binder. The Annotated FIRM is shown on the cover sheet of those drawings. MT-2 Form 3 Item C.4. - Sediment transport was not considered with this study. The upstream area seems to be well stabilized with existing development and vegetation. It is assumed that any construction within the Basin will be conducted using erosion control methods in accordance with the North Central Texas Council of Government standards which should limit excess sediment in the channel. Prominence Square L24-0001/5th Review Comments/L24-0001-ENG-5th Review-Comments.docx Status:RECOMMEND APPROVALProminence Square Ph 2BREVIEW # 5 <Permit No. L24-0001 Prepared on 3/25/2025. Contact Engineering Facilitator, Dan Deeter at mailto:Daniel.Deeter@cityofdenton.comDaniel.Deeter@cityofdenton.com or 682-310-7406 with questions related to this review. Based on LOMR submittal package (various documents/models) prepared by Allison Engineering Group report dated 03/04/2024 (but updated, digital file named “20250319-Updated Report.pdf” – Received 03-21-25), and exhibits dated 3/4/2025. Final updated post project model produces a 100 year elevation of 587.77 at cross section 17500. Standard Abbreviations: BEP - Best Engineering Practice City Specs - City Specifications DSACLC X.X - City Downstream Assessment & CLOMR checklist CoD – City of Denton DDC or DC - City of Denton Development Code DDC30 - XX – Land Development Code Chapter 30 – Flood Prevention and Protection Section 30-XX DCM - Design Criteria Manual (T = Transportation, W/WW = Water/Wastewater, SW=Stormwater Management. C = Construction, SD = Site Design) EOR - Engineer of Record ERROR –Typo, mathematical, tabulation or other error iSWM - Integrated Stormwater Management Manuals (Hydrology, Hydraulics, Water Quality, Site Development Controls) NCTCOG - North Central Texas Council of Governments ROW - Right of Way SWRCM – City of Denton Solid Waste and Recycling Criteria Manual STD DTL – City Standard Detail (2023) TxDOT – Texas Department of Transportation TDP - City TxDOT Permit application COMMENTS GENERAL INFORMATION: Bold items below represent updated items identified. Previously addressed items have been removed except for the comment number. (SATISFIED) (SATIFIED) (SATIFIED) (SATISFIED)- 2nd review No revised MT-2 forms submitted for review. Provide completed FEMA MT-2 application forms applicable to your request. Ensure that MT-2 Form 1 was signed by the requester and certifying engineer. (DSACLC 6.2) MT-2 Hydraulics section for CC-1 needs revision to correct the error in the WSE. MT-2 Hydraulics section needs revision for both streams, missing Duplicate Effective. Note Duplicate Effective represents the closest you can get your modeling to match the current regulatory model and <flood maps and does not include the updated cross sections and surface data used to create the corrected effective/pre-project model. (SATISFIED) MT-2 Common Regulatory Requirements: Fill being placed according to narrative, revise. Form 1, Item 5b. indicates Fill is part of revision but Form 2 items D3 & D4 (on page 3) say no fill. Clarify discrepancy and show area removed by fill that city need to be aware of that it needs to be kept “reasonably safe from flooding” during future development. There are places where the proposed floodway is wider than the regulatory floodway, owners will need to be notified. (SATISFIED) Cooper Creek forms are correct. However, while the models show tie-in of CC-1 at XS 1360, the incorrect values are provided on Form2 Section B (page 7 of MT form pdf). <3rd Review:As shown in MT-2 Form 2.B.1 (both Cooper and CC-1) upstream limits do not tie in within 0.5’. The scope of the map revision will need to be extended upstream (probably without needing to change the models) to a point where the 0.5’ match is achieved. For Cooper this appears to be XS 18596.96. It appears that CC-1 ties in upstream of route 288. (SATISFIED) Provide all geometries, flow files and steady state plans in same model (per stream) to facilitate review (i.e. contained as separate geometries and plans under a single .prj file). hydraulic backwater models of the 10, 50, 100, and 500-year flood for the following as applicable (DSACLC 6.6): (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) – 2nd review: What changes were made between current effective and the corrected effective? All references are to the 2011 CLOMR process.< Cross-sections are not georeferenced and no data provided to allow for review, also cross-sections currently show as crossing within HEC-RAS model.) 1st Review: Corrected Effective FIS Model. Make another copy< of approved pre-project model (copy geometry and plan within same .prj) and re-run in current version to show if there are changes in water surface due to running previously approved corrected effective/pre-project condition in the updated/current version of HEC-RAS. Allison 1st Response: Models have been updated to the same version but have remained as separate models as approved during the CLOMR process. Per our in-person meeting, this should be acceptable. (Satisfied) (Satisfied) Incorporate more detailed topographic information. <Recently survey data is provided on workmap. However, a certified topographic map is required for the pre-project corrections to the regulatory model. This map may also serve to explain differences in flowline described in comment 8 below. 3rd Review: Workmap (used as Certified Topographic Workmap) shows everything required of a Certified Topographic Workmap, except for the topography. However, the exhibit indicated as Survey provides this. While having a single exhibit is expected, we will accept the data on multiple sheets. Where LIDAR is used to determine the location of the proposed limits of the floodplain, between cross sections where survey topography is not generated, this needs to be shown somewhere, on one of these exhibits or another, as well. The survey exhibit does not show all the points used in the Post Project Modeling. In particular 14150 only includes one point in the channel. Other cross sections we checked that are missing points include 17020, 17400 and 17500. Provide missing points.< (Satisfied) (SATISFIED – Applicant states Corrected Effective and Pre-Project are same.) (Deferred to FEMA) – <3rd Review Table in report appears to show flood elevations increasing at XS 14598.35. However, this is not the case because the Corrected Existing and Post Project model are not at the same location as the Duplicate Effective (though they use the same name). It is confusing that these should have exactly the same name (to the decimal of feet) but not be at the same location. It is understood with the inclusion of more accurate survey of meandering and revisions or straightening that the stream lengths will not exactly match the XS names but they should at least fall between the names of the DE cross sections and to the extent possible should be roughly proportional of the distance between the DE sections. It is not reasonable that cross sections 17020 and 14598.35 should have 50’ between them. Update cross sections names as described above and put DE 14598.35 in its proper place in the table relative to the other profiles< and add DE XS 15713.63 to the table in its proper place. 2nd Review See figure, the bank stations do not bound the new channel centerline on a number of the added cross-sections. Verify cross-section numbering is appropriate, large discrepancies between the reach lengths and the cross-section numbering. Also, see additional modeling comments below. 1st review: <Post-Project (Proposed//Revised) Conditions FIS Model (DSACLC 6.7): (SATISFIED) (SATISFIED) (SATISFIED) <3rd review: It is not clear from narrative how slope was chosen for normal depth boundary at CC-1. It is based on the inverts of a sample downstream reach? the slope of the FIS profile? attempting to match a particular elevation? Why not use <known elevation from Cooper which appears to be relatively lower that elevations on CC-1? It could be possibly argued that Cooper Creek and CC-1 will have differential timing if that is the reason you are not applying Cooper water levels as known water levels for the boundary of CC-1. Provide more detail in narrative and source/method used to determine 0.006 slope if you continue to use this in the model<) – 2nd review: Provide additional clarification why the Tailwater was changed for CC-1 to Normal Depth instead of updating the Known Water Surface Elevation to the WSE at the confluence of CC-1 and Cooper Creek.) 1st review: The computed water surface elevation profiles must converge with the existing profiles. <CC-1 downstream condition does not match, describe how downstream condition was determined. (DSACLC 6.10) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) Areas adjacent to a stream that drains more than 1 square mile and are below the streams’ Base Flood Elevations are to be included in the Special Flood Hazard Area otherwise known as Zone A or Zone AE and do not qualify as an “Other Flood Area” otherwise known as Shaded Zone X. (SATISFIED) This is consistent with the map of the CLOMR (below) which showed the areas to be removed from the floodplain and the area in question with the same shading as the original Zone AE Special Flood Hazard Area/Floodplain. On the image to the left, weather a gap is left for the driveway is not clear but on the right the driveway is excluded and the balance of the area is shown as “floodway fringe” otherwise known as part of the Zone AE. Regardless, if the driveway area has not been filled it cannot be removed from the Zone AE. (SATISFIED) The direction from Michael Linder was that IF a DSA was provided showing the lost volume would not cause an impact and IF permission is received from TxDot (the owner of the property that needs to be filled) and THEN a deviation can be requested and IF approved fill can be placed, asbuilt and added to LOMR. If applicant wants to submit LOMR without doing all this then the area must be indicated as Zone AE floodplain and applicant can later apply for deviation to not have to submit a future CLOMR/LOMR for the driveway with requirements similar to the above. (SATISFIED) 2nd review: Area is by definition Zone AE if it is below the 100-year BFE. 1<st review: Area shown in grey on workmap and labeled as subject to “flooding due to backwater” must be included in proposed floodplain delineation on workmaps and annotated floodplain if the area is below adjacent flood elevations, using the same linestyles as other delineated proposed floodplain. (SATISFIED) Post-Project Model (CCPP) does not match elevations given in report as shown on exhibit below. Provide model matching report and exhibit or update report to match model. Update floodplain boundary on TxDOT frontage if necessary. Note also, name of model (CCPP) does not match model name given in MT form (LOMR). (SATISFIED) Model and exhibit incorporate revised grading along TxDOT frontage. However, it appears that obsolete spot elevations (not consistent with updated contours) are being shown (circled) on the certified topographic map. Update exhibit, consistent with points in model, such that both are based on latest survey data to be used for LOMR. LOMR - First Review (Markups) 1. (Incorporated into other comments) 2. (SATISFIED) 3. (SATISFIED) 4. (SATISFIED) 5. (SATISFIED) 6. (SATISFIED) 7. (SATISFIED) 8. (SATISFIED) 9. (SATISFIED) 10. (SATISFIED) 11. (SATISFIED) LOMR – MODEL COMMENTS: 1. (SATISFIED) 2. (SATISFIED) 3. (SATISFIED) 4. (SATISFIED) 5. (SATISFIED) END OF COMMENTS Prominence Square Ph 2B Southeast of intersection of Loop 288 and south of Highway 380 Review # 5 Permit No. L24-0001 3 of 9 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.o09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.o10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09.comp_msgs.txt Steady Flow Simulation Version 4.0.0 March 2008 Finished Steady Flow Simulation Task Time Complete Process 4.24 sec Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10.comp_msgs.txt Steady Flow Simulation Version 4.0.0 March 2008 Finished Steady Flow Simulation Task Time Complete Process 2.14 sec Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.r09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.r10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper18 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper19 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper20 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper21 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper22 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper23 L.pdf T:\Job\011785e1\WTR_RSC\Task_Order_023\Post_Preliminary\TSDN_Update\Hydraulics\MIP Directory\48121C_DFIRM\Profiles\Revised11_20 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/FWDT - revised 12022009.xls Unnam Tribs, Veal, Whites Timber Swisher-Timber TC-2, WB-1, Swisher SB-1, SC-1, SC-1a PEC1a2,3,4,5 LC - PC - PEC-1 GS-HC-IC DF E -F-CC Stewart Prairie- Sharps- Stewart Pecan -Dam #16 Office - Pecan North Hickory-North Pecan Mustang Milam Lynchburg - Marshall Little Elm - Loving Hickory - Indian Golf Graveyard Griffiths Hicko Furneaux Fincher - Fletcher-Fox Elm Fork Trinity Elizabeth Dudley-Elizabeth Duck Creek Denton - Doe -Dry Fork Hickory Cottonwood Branch-trib Cooper - Copperas Clear Creek (2) Clear Creek Bakers-Bryant FLOODING SOURCE SECTION AREA (SQUARE FEET) FLOODWAY CROSS SECTION FLOODWAY DATA WITH FLOODWAY BASE FLOOD WATER SURFACE ELEVATION E F G H I J K L M N A B C D O P Q REGULATORY WITHOUT FLOODWAY FEDERAL EMERGENCY MANAGEMENT AGENCY DENTON COUNTY, TEXAS AND INCORPORATED AREAS MEAN VELOCITY (FEET PER SECOND) Bakers Branch - Bryant Branch Bakers Branch Indian Creek Little Elm Creek Loving Branch Mustang Creek Prairie Creek - Sharps Branch - Stewart Creek Stream PEC-1 Stream TC-2 - Stream WB-1 - Swisher Creek Swisher Creek - Timber Creek Timber Creek Clear Creek Duck Creek Milam Creek Elizabeth Creek Bryant Branch Floodway within government property fee and/or flowage easement limits Feet above confluence with Denton Creek Cooper Creek Copperas Branch Floodway within government property fee and/or flowage easement limits Cottonwood Branch Tributary 1 Denton Creek (Above Grapevine Lake) Feet above confluence with Elm Fork Trinity River along profile base line Doe Branch Feet above Little Elm Creek Feet above confluence with Pecan Creek below SCS Dam #16 Dry Fork Hickory Creek Feet above confluence with Hickory Creek Elevation computed without consideration of backwater from Hickory Creek Dudley Branch Elm Fork Trinity River (Above Lk. Lewisville) (Below Lk. Lewisville) Feet above confluence with Elm Fork Trinity River Feet above Missouri-Pacific Railroad Fincher Branch Fletcher Branch Fox Creek (Stream TC-1) Furneaux Creek R 481.6 3 Feet above confluence with Timber Creek Golf Course Creek Graveyard Branch Griffiths Creek 732 1 Feet above confluence with Marshall Branch Feet above confluence with Veal Springs Branch Feet above confluence with Loving Branch 1,500 2 2,171 1 3,733 1 6,165 1 13,500 2 20,140 2 22,340 2 2,350 3 S DISTANCE Feet above Elm Fork Trinity River along profile base line This width extends beyond government property fee and/or flowage easement limits Lynchburg Creek Marshall Branch Feet above Little Elm Creek along profile base line Office Creek 12,200 1 Feet above confluence with Stewart Creek 700 2 Feet from Bonnie Brae Road Feet from Mayhill Road T U V W X Prairie Creek Stewart Creek 72 3 2,700 1 6,800 1 9,600 1 10,850 1 12,875 1 15,815 1 18,720 1 22,350 1 25,082 1 27,512 1 29,652 1 9,440 2 11,000 2 12,750 2 14,600 2 6,300 3 11,140 3 14,915 3 20,380 3 26,600 3 Feet above confluence with Grapevine Lake Tributary 2 Tributary 3 Stream 6E1 Stream 6F1 Stream CC-1 Stream CC-2 WIDTH (FEET) Feet above confluence with Dudley Branch 12,100 1 Stream DF-1 Stream DF-2 Stream DF-3 Feet above confluence with Dry Fork Hickory Creek Stream FB-1 Stream HC-1 Stream IC-1 Stream IC-1A Feet above confluence with Indian Creek Stream LC-1 Stream PC-1 Stream PC-2 Stream PC-3 3,070 1 4,760 1 6,410 1 7,940 1 1,350 3 1,550 3 2,290 3 1,239 3 -- 2 -- 2 Feet above confluence with Lynchburg Creek Feet above confluence with Prairie Creek Stream PEC-1A 2,440 2 3,110 2 5,530 2 6,090 2 6,672 2 Feet above confluence with Stream PEC-1 Elevation computed without consideration of backwater from Pecan Creek below SCS Dam #16 Stream SB-1 Stream SC-1 Stream SC-1A Feet above confluence with Sharps Branch Feet above confluence with Stream SC-1 Stream TC-2 Stream WB-1 1,140 1 2,520 1 4,140 1 6,550 1 8,270 1 11,480 1 14,270 1 16,140 1 7,500 2 9,420 2 12,200 2 13,130 2 13,970 2 10,870 2 535.0 5 Cross sections A and B are located downstream of the Limit of Floodway Stream distance above confluence with Lewisville Lake Feet above confluence with Whites Branch Swisher Creek (Cont'd) Timber Creek (cont'd) Y Z AA AB AC AD AE AF AG AH Veal Springs Branch Whites Branch 2..8 14,050 1 16,650 1 18,250 1 20,250 1 24,370 1 26,820 1 29,170 1 33,470 1 36,845 1 41,655 1 43,755 1 47,555 1 49,705 1 54,990 1 57,240 1 60,565 1 63,065 1 64,265 2 66,905 2 72,065 2 76,225 2 78,535 2 81,535 2 83,285 2 84,785 2 AI Feet above confluence with Clear Creek Water-surface elevation computed without consideration of backwater effects from Clear Creek 620.6 2 621.5 2 Elizabeth 52,405 1 53,750 1 54,745 1 56,770 1 59,250 1 61,980 1 Hickory Creek Arm Stream GS-1 No floodway - Government Property and/or Flowage Easement Feet above Highland Village Road Feet above confluence with Hickory Creek Arm Tributary 1 Stream distance in feet above confluence with Lewisville Lake Stream PEC-2 Stream PEC-3 570 2 1,655 2 2,475 2 592.7 3 Stream PEC-4 3,625 2 4,795 2 5,426 2 1,225 1 Feet above confluence with Pecan Creek Tributary 1 Feet above confluence with Bryant Branch 2,070 3 1,760 4 2,375 4 3,250 4 3,870 4 3,925 4 5,875 4 6,050 1 6,350 1 7,100 1 7,650 1 7,850 1 8,150 1 8,275 1 8,475 1 8,600 1 Feet above confluence with Cottonwood Branch 3,750 3 4,350 3 2,820 3 4,930 3 3,570 1 6,421 1 8,230 1 10,180 1 11,690 1 12,700 1 13,650 1 15,070 1 16,240 1 18,250 1 3,170 2 5,290 2 6,700 2 7,930 2 9,760 1 10,980 1 Feet above confluence with Stewart Creek Tributary 1 13,750 1 18,465 1 19,130 1 19,700 1 20,920 1 21,475 1 22,680 1 25,840 1 28,620 1 27,870 1 2,640 2 4,900 2 2,981 2 5,532 2 7,137 2 9, 445 2 12,029 2 13,704 2 15,629 2 25,722 2 Feet above confluence with Lake Lewisville *3 2,673 1 8,700 1 17,920 1 25,335 1 3,960 1 740 2 1,485 2 2,440 2 2,520 2 3,970 2 5,360 2 7,405 2 8,355 2 9,765 2 1,998 1 10,028 1 11,476 1 14,549 1 15,806 1 18,415 1 20,365 1 2,930 1 10,200 1 12,350 1 15,120 1 17,890 1 24,460 1 26,850 1 Feet above confluence with Elm Fork of the Trinity River Feet above confluence with Furneaux Creek Feet above confluence with Stream IC-1 Sharps Branch Creek (Continued) 34,780 1 36,680 1 37,710 1 39,390 1 40,750 1 42,780 1 43,970 1 45,190 1 46,770 1 49,450 1 51,830 1 6,175 2 8,030 2 9,745 2 12,245 2 13,855 2 17,060 2 18,900 2 20,000 2 22,560 2 24,180 2 25,570 2 27,260 2 29,000 2 30,720 2 33,410 2 Dudley Branch - Elizabeth Creek 38,575 1 46,400 1 112,494 2 124,975 2 130,377 2 135,370 2 139,643 2 146,373 2 Elm Fork Trinity River (Above Lake Lewisville) - Elm Fork Trinity River (Below Lake Lewisville) Stream DF-1 - Stream DF-2 - Stream DF-3 - Stream FB-1 6,437 1 8,103 1 9,026 1 13,235 1 15,661 1 17,894 1 23,163 1 INCREASE 2,170 2 4,270 2 8,910 2 10,410 2 12,460 2 North Hickory Creek - North Pecan Creek 870 1 3,200 1 6,810 1 8,160 1 10,990 1 15,990 1 17,620 1 19,690 1 21,970 1 24,000 1 24,505 1 25,280 1 26,550 1 28,000 1 28,700 1 29,490 1 30,950 1 DISTANCE 1 970 2 2,250 1 5,850 1 7,880 1 10,190 1 11,150 1 1,300 1 2,625 1 5,450 1 7,540 1 8,950 1 10,140 1 11,260 1 12,680 1 1,975 1 3,000 1 4,230 1 17,433 1 Pecan Creek (Below SCS Dam #16) Fincher Branch - Fletcher Branch - Fox Creek (Stream TC-1) Elevation computed without consideration of backwater effects from Timber Creek Cooper Creek - Copperas Branch Feet above confluence with Cooper Creek 8,760 1 5,706 1 Feet above Trinity Road 12,555 2 13,900 2 14,265 2 14,376 2 14,736 2 14,850 2 15,510 2 20,935 2 22,177 2 22,839 2 24,571 2 AJ AK AL Water-surface elevation computed without consideration of backwater effects from Lewisville Lake 2,111 2 3,924 2 4,530 2 3,270 2 Stream PEC-5 Feet above confluence with Pecan Creek -- 5 Feet above confluence with Fincher Branch 539 2 1,953 2 3,045 2 4,468 2 5,337 2 7,491 2 8,661 2 875 3 2,690 3 3,870 3 2,180 4 3,420 4 4,800 4 1,625 4 2,912 4 Stream 6D3 - Stream 6E1 -Steam 6F1 - Stream CC1 - Stream CC2 G-I 4 Cross-sections G-I located in Collin County N 2 Stream 6D3 1 Cross-section N located upstream of limit of floodway Cross-section E upstream of limit of floodway 14,025 1 N 2 Cross-section N upstream of limit of floodway Cross-section M upstream of limit of floodway C 3 8,500 3 Cross-section C located in Collin County (Below Grapevine Lake) 17,240 4 11,500 4 15,190 4 19,790 4 32,420 4 38,500 4 43,120 4 49,050 4 50,750 4 52,700 4 54,230 4 56,140 4 58,110 4 Golf Course Creek - Graveyard Branch - Griffiths Creek - Hickory Creek 815 1 888 1 1,228 1 1,571 1 2,351 1 81 2 551 2 4,826 3 7,818 3 9,767 3 12,373 3 16,765 3 17,850 3 21,200 3 23,840 3 27,110 3 32,460 3 38,340 3 41,480 3 44,030 3 47,300 3 49,430 3 52,990 3 55,680 3 59,545 3 61,950 3 73,835 1 75,935 1 77,685 1 79,625 1 81,945 1 85,415 1 88,995 1 90,745 1 92,595 1 95,915 1 97,215 1 99,025 1 10,2375 1 5,200 3 8,390 3 12,950 3 15,950 3 17,830 3 19,605 3 22,370 3 25,080 3 26,075 3 29,305 3 30,425 3 32,270 3 27,720 3 Little Elm Creek - Loving Branch Lynchburg Creek - Marshall Branch 14,800 1 330 4 North Hickory Creek North Pecan Creek Office Creek - Pecan Creek (Above Little Elm Creek) Pecan Creek (Above SCS Dam #16) DISTANCE 1 (-)17,500 (-)13,350 (-)10,550 (-)8,350 (-)5,750 (-)3,800 (-)100 Stream LC-1 - Stream PC-1 - Stream PC-2 - Stream PC-3 - Stream PEC-1 (-)5,450 4 (-)4,250 4 (-)1,250 4 185 4 2,750 4 4,400 4 6,040 4 7,350 4 9,920 4 11,925 4 14,740 4 9,190 4 10,400 4 11,100 4 11,950 4 A 3 B 3 5,360 2 6,170 2 7,045 2 7,715 2 8,030 2 9,210 2 9,615 2 10,390 2 1,615 3 3,630 3 4,945 3 5,850 3 6,920 3 8,000 3 -- 4 Unnamed Tributary to Bryant Branch Unnamed Tributary to Stream PEC-1 6,330 3 6,980 3 7,150 3 16,030 4 18,320 4 18,730 4 21,750 4 Unnamed Tributary to Bryant Branch - Unnamed Tributary to Stream PEC-1 Veal Springs Branch - Whites Branch TABLE 8 A - D Cross-sections A - D are located in Dallas County 21,260 2 22,370 2 39,200 2 47,210 2 C-E 1 40,600 3 43,800 3 46,200 3 51,100 3 4,750 4 6,500 4 8,600 4 10,750 4 13,700 4 16,550 4 18,600 4 20,400 4 24,080 4 28,990 4 34,300 4 38,700 4 580.3 5 581.2 5 Cross sections C through E are located in Dallas County E-G 650 3 7,056 3 170,385 4 172, 335 4 177,265 4 188,885 4 192,685 4 195,305 4 197,905 4 200,355 4 204,055 4 206,330 4 209,725 4 212,125 4 M 5 Feet above confluence of Cottonwood Branch Tributary 2 Cross sections E through G located in Collin County Feet above confluence with West Fork Trinity River Feet from State Highway 114 17,350 1 19,000 1 20,620 1 22,755 1 24,225 1 (-)3190 2 (-)1220 2 (-)110 2 24,320 3 -- 4 Pecan Creek (Above Little Elm Creek) Pecan Creek (Above SCS Dam # 16) 15,350 2 7,670 3 9,330 3 10,750 3 12,880 3 15,400 3 16,460 3 18,060 3 22,810 3 23,930 3 25,610 3 28,300 3 31,170 3 32,830 3 29,510 3 20,070 3 550 4 2,480 4 4,680 4 35,500 3 26,560 3 34,210 3 Pecan Creek (Below SCS Dam # 16) A-E 1 3,940 2 4,290 2 4,620 2 4,970 2 5,320 2 5,450 2 2,280 3 6,230 3 7,770 3 4,855 3 3,440 3 1,100 3 8,020 4 10,250 4 12,100 4 14,020 4 16,480 4 15,230 4 820 5 2,735 5 4,235 5 Stream GS-1 - Stream HC-1 - Stream IC-1 - Stream IC-1A Cottonwood Branch - Cottonwood Branch Tributary 1 Denton Creek (Above Grapevine Lake) Hickory Creek Arm Tributary 1 - Hickory Creek Arm Tributary 2 Indian Creek Denton Creek (Below Grapevine Lake) - Doe Branch Dry Fork Hickory Creek Stewart Creek Tributary 1 - Stewart Creek Tributary 2 Stewart Creek Tributary 3 Stream SB-1 - Stream SC-1 - Stream SC-1A Stream PEC-1A - Stream PEC-2 - Stream PEC-3 Stream PEC-4 - Stream PEC-5 Feet above Swisher Road Feet above State Highway 423 (on Stewart Creek) Feet above State Highway 423 Feet above City of Corinth corporate limits 774 1 10,405 1 8,328 1 2,618 1 11,504 1 12,320 1 13,760 1 16,348 1 17,758 1 19,702 1 22,051 1 24,016 1 25,353 1 27,385 1 29,015 1 29,552 1 30,442 1 32,286 1 33,912 1 35,885 1 1 18.00 46.00 5.95 587.00 587.00 587.20 0.20 105.00 348.00 3.00 562.60 562.60 563.60 1.00 70.00 218.00 4.80 566.50 566.50 567.00 0.50 120.00 241.00 4.30 571.60 571.60 572.10 0.50 542.40 542.40 542.50 0.10 556.80 556.80 556.90 0.10 99.00 647.00 1.20 562.70 562.70 563.70 1.00 133.00 831.00 5.20 600.80 600.80 601.60 0.80 190.00 1100.00 3.90 612.70 612.70 613.60 0.90 190.00 1048.00 4.10 615.40 615.40 616.20 0.80 235.00 1276.00 3.10 635.20 635.20 636.20 1.00 1.00 1.00 3.00 2.00 4.00 5.00 29344.89 93.50 686.01 16.21 507.55 507.55 507.69 0.15 30935.84 500.21 2550.72 4.36 517.92 517.92 517.89 -0.03 33294.59 118.90 787.36 14.13 520.29 520.29 520.30 0.01 34641.40 170.00 1734.54 6.41 529.57 529.57 529.57 0.00 35390.88 230.73 1849.28 6.01 531.02 531.02 531.00 -0.02 36743.00 99.25 934.02 9.40 533.86 533.86 534.22 0.37 40105.00 144.59 1011.87 8.35 543.29 543.29 543.46 0.17 41835.00 244.00 1250.84 6.76 552.47 552.47 552.50 0.02 44342.00 243.00 1775.28 4.76 564.10 564.10 564.81 0.71 46391.00 450.00 3718.65 2.21 567.76 567.76 568.50 0.74 48871.00 916.91 6878.90 1.12 569.50 569.50 570.08 0.58 48999.63 794.85 4608.72 1.67 569.74 569.74 570.29 0.55 50374.00 374.51 1243.89 6.20 572.21 572.21 572.19 -0.02 51860.00 153.29 1220.00 5.17 578.24 578.24 578.65 0.41 53865.45 262.00 611.80 8.28 582.56 582.56 582.63 0.08 54994.15 469.00 1967.61 2.57 587.62 587.62 587.60 -0.03 61211.82 390.11 1182.17 3.58 601.37 601.37 601.71 0.34 63493.40 372.51 1373.94 3.08 608.49 608.49 608.55 0.07 64512.38 557.95 1263.36 3.35 611.02 611.02 611.09 0.07 65215.00 226.09 634.36 2.78 612.38 612.38 612.35 -0.03 67648.59 223.88 451.45 3.91 618.82 618.82 618.94 0.12 70217.00 670.30 1307.58 1.35 627.98 627.98 628.10 0.12 1.00 130.00 419.00 3.50 563.20 563.20 563.70 0.50 98.00 523.00 2.80 563.90 563.90 564.60 0.70 90.00 400.00 3.80 569.10 569.10 569.90 0.80 250.00 417.00 3.40 571.20 571.20 571.20 0.00 89.00 369.00 3.80 571.40 571.40 571.40 0.00 87.00 397.00 3.50 571.80 571.80 571.80 0.00 42.00 136.00 10.20 571.60 571.60 571.60 0.00 139.00 292.00 3.60 577.60 577.60 578.60 1.00 66.00 147.00 7.20 577.70 577.70 578.50 0.80 1235.97 9713.38 1.39 452.88 452.88 453.13 0.25 255.50 3853.17 3.50 453.06 453.06 453.33 0.27 251.20 2586.13 5.22 453.33 453.33 453.58 0.25 1850.10 4167.78 3.24 460.22 460.22 460.19 -0.03 266.00 1861.95 7.13 465.64 465.64 465.64 0.00 334.00 1397.32 9.51 469.57 469.57 469.52 -0.04 237.00 2050.00 6.48 476.86 476.86 476.82 -0.04 262.03 1038.37 11.79 489.14 489.14 489.24 0.10 418.00 2794.22 4.38 496.82 496.82 496.80 -0.02 397.00 2872.90 4.26 498.03 498.03 498.03 0.00 443.00 2899.78 4.22 500.18 500.18 500.33 0.15 208.00 1382.49 8.86 501.34 501.34 501.57 0.23 1.00 2.00 1 100.00 750.00 7.90 536.60 536.60 536.70 0.10 125.00 883.00 6.70 545.80 545.80 546.80 1.00 150.00 934.00 6.40 555.30 555.30 555.90 0.60 201.00 979.00 4.90 565.20 565.20 566.20 1.00 150.00 898.00 5.30 571.00 571.00 571.60 0.60 175.00 944.00 4.50 585.00 585.00 585.10 0.10 121.00 355.00 8.40 594.50 594.50 594.50 0.00 160.00 227.00 5.90 606.40 606.40 606.40 0.00 115.00 499.00 4.70 614.70 614.70 615.50 0.80 81.00 394.00 4.10 629.00 629.00 629.80 0.80 140.00 670.00 1.80 642.40 642.40 643.20 0.80 90.00 334.00 3.70 650.40 650.40 651.40 1.00 50.00 201.00 2.90 658.70 658.70 659.00 0.30 60.00 160.00 3.60 666.00 666.00 667.00 1.00 125.00 533.00 4.80 537.00 0.00 96.00 525.00 4.50 538.50 538.50 538.50 0.00 76.00 408.00 5.00 541.70 541.70 542.00 0.30 69.00 379.00 5.30 545.40 545.40 545.60 0.20 70.00 273.00 5.60 552.70 552.70 552.90 0.20 55.00 277.00 5.30 560.50 560.50 561.00 0.50 1.00 4.00 2.00 5.00 3.00 1 569.50 569.50 570.30 0.80 135.00 543.00 6.60 538.00 538.00 538.70 0.70 100.00 562.00 6.40 544.50 544.50 545.30 0.80 113.00 601.00 6.00 551.40 551.40 552.40 1.00 100.00 925.00 3.90 562.60 562.60 562.70 0.10 128.00 883.00 4.10 563.10 563.10 563.60 0.50 100.00 368.00 6.80 572.00 572.00 572.40 0.40 140.00 518.00 2.50 576.30 576.30 577.00 0.70 42.00 180.00 4.80 577.70 577.70 578.00 0.30 539.50 539.50 540.40 0.90 180.00 786.00 4.40 549.10 549.10 549.70 0.60 151.00 655.00 3.20 555.70 555.70 556.70 1.00 58.00 302.00 6.90 564.60 564.60 564.80 0.20 90.00 482.00 4.40 571.40 571.40 572.30 0.90 112.00 365.00 4.10 578.00 578.00 578.00 0.00 1.00 3.00 2.00 4.00 1 82.00 127.00 8.60 628.80 628.80 628.80 0.00 210.00 1271.00 1.30 593.70 593.70 594.70 1.00 72.00 349.00 4.80 596.00 596.00 596.80 0.80 73.00 327.00 5.10 599.90 599.90 600.70 0.80 147.00 815.00 2.10 602.10 602.10 602.40 0.30 37.00 107.00 9.70 606.00 606.00 606.00 0.00 62.00 163.00 6.30 612.70 612.70 612.70 0.00 63.00 338.00 4.70 593.10 593.00 0.30 52.00 307.00 5.20 599.80 599.80 599.80 0.00 150.00 577.00 2.80 611.80 611.80 612.80 1.00 120.00 961.00 4.70 601.70 601.70 602.00 0.30 80.00 430.00 9.90 611.80 611.80 611.80 0.00 40.00 385.00 10.30 617.70 617.70 617.70 0.00 50.00 214.00 15.60 619.50 619.50 619.50 0.00 240.00 867.00 6.80 628.10 628.10 629.10 1.00 250.00 256.00 6.40 633.30 633.30 633.30 0.00 180.00 555.00 3.00 636.50 636.50 637.10 0.60 120.00 266.00 4.50 639.40 639.40 640.30 0.90 225.00 553.00 2.30 589.60 589.60 589.60 0.00 220.00 463.00 2.60 594.60 594.60 595.00 0.40 145.00 298.00 2.60 598.10 598.10 598.10 0.00 131.00 185.00 4.20 601.80 601.80 601.90 0.10 1.00 4.00 2.00 3.00 1 538.80 538.80 539.00 0.20 100.00 581.00 4.20 544.30 544.30 545.30 1.00 186.00 712.00 3.40 555.10 555.10 555.80 0.70 190.00 715.00 3.40 559.80 559.80 560.80 1.00 72.00 439.00 6.90 516.50 516.50 516.50 0.00 127.00 1091.00 2.10 534.70 534.70 534.80 0.10 87.00 36.00 4.80 539.40 539.40 540.20 0.80 110.00 632.00 3.90 529.90 529.90 530.00 0.10 64.00 427.00 5.70 536.80 536.80 537.10 0.30 50.00 138.00 9.10 546.70 546.70 546.70 0.00 50.00 423.00 3.00 553.80 553.80 554.20 0.40 103.00 304.00 4.30 545.90 545.90 545.90 0.00 538.30 538.30 539.20 0.90 350.00 1347.00 3.80 541.80 541.80 542.70 0.90 350.00 1290.00 3.50 550.30 550.30 551.10 0.80 247.00 1084.00 4.20 556.10 556.10 556.70 0.60 150.00 606.00 6.30 568.00 568.00 568.10 0.10 200.00 733.00 5.30 573.30 573.30 574.30 1.00 350.00 4590.00 0.70 593.70 593.70 593.80 0.10 337.00 2459.00 1.20 593.70 593.70 593.80 0.10 112.00 505.00 5.90 600.00 600.00 600.20 0.20 500.00 596.00 5.00 609.30 609.30 609.30 0.00 100.00 307.00 5.80 621.80 621.80 622.40 0.60 1.00 4.00 2.00 3.00 1 73.00 219.00 5.20 539.40 539.40 539.50 0.10 73.00 292.00 3.50 541.70 541.70 542.40 0.70 78.00 208.00 4.90 543.80 543.80 544.50 0.70 74.00 253.00 3.40 546.50 546.50 547.40 0.90 71.00 175.00 4.90 549.30 549.30 550.00 0.70 93.00 302.00 2.80 551.50 551.50 552.40 0.90 150.00 1669.00 1.60 580.00 580.00 580.90 0.90 200.00 1887.00 2.10 585.30 585.30 586.10 0.80 160.00 3318.00 0.70 606.30 606.30 607.30 1.00 200.00 1445.00 1.70 606.30 606.30 607.30 1.00 100.00 377.00 6.50 613.20 613.20 613.90 0.70 200.00 922.00 2.50 622.70 622.70 623.40 0.70 342.00 3584.00 1.50 570.40 570.40 570.60 0.20 126.00 871.00 6.00 571.10 571.10 571.90 0.80 90.00 683.00 5.40 579.20 579.20 580.00 0.80 95.00 774.00 3.90 590.60 590.60 590.60 0.00 107.00 484.00 5.00 603.40 603.40 604.00 0.60 105.00 286.00 8.40 614.60 614.60 614.60 0.00 87.00 447.00 5.40 579.60 579.60 579.90 0.30 43.00 255.00 9.40 598.00 598.00 598.00 0.00 73.00 339.00 5.60 612.60 612.60 612.60 0.00 1.00 4.00 2.00 5.00 3.00 1 200.00 645.00 5.70 593.30 593.30 593.70 0.40 200.00 748.00 4.90 606.10 606.10 607.10 1.00 110.00 481.00 7.70 616.10 616.10 616.80 0.70 201.00 739.00 4.70 632.70 632.70 633.60 0.90 150.00 430.00 5.60 637.00 637.00 637.30 0.30 250.00 1356.00 3.80 626.10 626.10 626.60 0.50 251.00 1087.00 4.70 630.40 630.40 630.50 0.10 350.00 2197.00 1.70 640.70 640.70 641.70 1.00 299.00 1188.00 3.10 644.50 644.50 645.30 0.80 201.00 686.00 5.40 651.00 651.00 651.80 0.80 300.00 1273.00 2.10 657.50 657.50 657.70 0.20 249.00 1011.00 2.60 660.50 660.50 661.40 0.90 150.00 618.00 4.30 668.40 668.40 669.20 0.80 280.00 1247.00 3.40 628.00 628.00 628.40 0.40 200.00 770.00 5.60 631.30 631.30 631.30 0.00 200.00 1317.00 3.30 635.30 635.30 635.90 0.60 151.00 337.00 3.70 632.90 632.90 632.90 0.00 1.00 2.00 248.00 1139.00 5.90 486.30 486.30 486.30 0.00 274.00 1635.00 4.10 495.30 495.30 496.10 0.80 206.00 945.00 7.10 498.00 498.00 498.40 0.40 265.00 701.00 7.00 509.00 509.00 509.10 0.10 288.00 1442.00 3.40 513.00 513.00 513.00 0.00 200.00 714.00 6.90 523.10 523.10 523.40 0.30 266.00 774.00 6.30 526.20 526.20 526.90 0.70 79.00 392.00 3.30 482.00 482.00 482.10 0.10 53.00 142.00 9.20 488.60 488.60 488.60 0.00 58.00 189.00 6.90 501.50 501.50 501.50 0.00 100.00 483.00 5.20 585.30 585.30 586.20 0.90 140.00 592.00 4.20 594.00 594.00 595.00 1.00 140.00 521.00 4.80 601.30 601.30 602.30 1.00 43.84 277.37 5.09 607.58 607.58 607.85 0.27 59.12 280.59 4.31 613.82 613.82 613.82 0.00 1.00 4.00 2.00 3.00 1 260.00 1326.00 5.30 544.30 544.30 545.10 0.80 210.00 942.00 7.40 550.70 550.70 551.10 0.40 400.00 1414.00 4.50 564.90 564.90 565.40 0.50 360.00 2022.00 4.20 570.30 570.30 570.90 0.60 380.00 2260.00 3.70 571.50 571.50 572.40 0.90 400.00 2068.00 4.00 572.60 572.60 573.60 1.00 370.00 1874.00 4.40 580.00 580.00 580.50 0.50 300.00 1646.00 5.00 581.40 581.40 582.30 0.90 330.00 1806.00 4.63 586.50 586.50 587.20 0.70 180.00 692.00 5.90 600.20 600.20 600.70 0.50 245.00 852.00 4.80 618.40 618.40 619.10 0.70 235.00 1219.00 2.50 572.00 572.00 572.00 0.00 754.00 2896.00 0.70 582.80 582.80 582.80 0.00 160.00 759.00 3.80 591.40 591.40 592.40 1.00 1.00 3.00 2.00 1 275.00 1884.00 5.50 464.70 464.70 465.40 0.70 424.00 2095.00 4.70 475.50 475.50 476.30 0.80 200.00 1638.00 6.00 484.20 484.20 485.00 0.80 425.00 2165.00 4.60 487.90 487.90 488.80 0.90 150.00 1600.00 4.80 499.60 499.60 500.40 0.80 137.00 905.00 6.80 506.40 506.40 506.40 0.00 260.00 1685.00 2.90 523.10 523.10 523.70 0.60 96.00 820.00 6.20 535.30 535.30 536.00 0.70 84.00 481.00 7.90 549.70 549.70 550.00 0.30 91.00 353.00 6.90 560.90 560.90 561.20 0.30 64.00 323.00 7.60 570.30 570.30 570.80 0.50 180.00 748.00 6.30 564.10 564.10 564.20 0.10 180.00 911.00 5.20 574.90 574.90 575.00 0.10 224.00 964.00 4.90 588.00 588.00 589.00 1.00 150.00 682.00 4.90 601.40 601.40 602.10 0.70 800.00 11775.00 1.50 529.50 529.50 530.30 0.80 700.00 5072.00 3.50 534.60 534.60 535.20 0.60 526.00 3705.00 4.80 542.70 542.70 543.70 1.00 427.00 3245.00 3.50 558.00 558.00 558.50 0.50 790.00 3538.00 3.20 569.30 569.30 570.00 0.70 500.00 2838.00 4.00 587.30 587.30 587.80 0.50 1.00 4.00 2.00 3.00 1 539.80 539.80 540.60 0.80 400.00 3319.00 5.10 546.70 546.70 547.60 0.90 650.00 4760.00 3.10 551.30 551.30 552.20 0.90 400.00 2973.00 5.10 556.70 556.70 557.50 0.80 650.00 5036.00 3.00 561.20 561.20 562.10 0.90 450.00 3461.00 4.20 564.30 564.30 565.10 0.80 750.00 5056.00 2.80 569.20 569.20 570.10 0.90 700.00 450.00 2843.00 4.90 571.20 571.20 572.10 0.90 2580.00 350.00 4896.00 2.90 581.10 581.10 581.70 0.60 4580.00 400.00 2996.00 4.70 582.30 582.30 583.10 0.80 6920.00 400.00 2806.00 4.60 586.50 586.50 587.20 0.70 9170.00 659.00 3994.00 3.10 592.50 592.50 593.30 0.80 12240.00 570.00 3794.00 4.80 597.50 597.50 598.30 0.80 14100.00 300.00 1788.00 6.50 599.40 599.40 600.10 0.70 16820.00 150.00 693.00 9.90 609.20 609.20 609.10 -0.10 18130.00 200.00 837.00 7.80 613.10 613.10 613.40 0.30 20740.00 200.00 564.00 7.80 621.10 621.10 621.40 0.30 22570.00 200.00 634.00 4.00 629.30 629.30 630.20 0.90 25050.00 150.00 433.00 4.10 635.40 635.40 636.40 1.00 25830.00 50.00 222.00 8.00 637.50 637.50 637.90 0.40 27770.00 47.00 396.00 3.90 646.10 646.10 646.60 0.50 29610.00 56.00 329.00 3.70 652.80 652.80 653.30 0.50 30810.00 60.00 268.00 3.30 656.20 656.20 657.00 0.80 32280.00 59.00 191.00 0.70 660.40 660.40 661.10 0.70 1.00 2.00 1 117.00 808.00 5.80 542.20 542.20 542.90 0.70 91.00 768.00 6.10 553.00 553.00 553.90 0.90 120.00 649.00 6.90 561.20 561.20 561.70 0.50 87.00 703.00 4.80 579.20 579.20 579.90 0.70 770.00 6234.00 3.00 542.50 542.50 543.50 1.00 876.00 7603.00 2.50 544.50 544.50 545.40 0.90 905.00 8653.00 2.20 546.00 546.00 546.80 0.80 1229.00 10484.00 2.40 547.50 547.50 548.20 0.70 1170.00 10140.00 2.30 549.70 549.70 550.60 0.90 1141.00 8255.00 2.90 550.80 550.80 551.80 1.00 1081.00 8836.00 2.70 553.80 553.80 554.70 0.90 1190.00 11101.00 2.10 555.40 555.40 556.30 0.90 1162.00 11023.00 2.10 557.10 557.10 558.00 0.90 1193.00 11685.00 2.00 557.70 557.70 558.60 0.90 870.00 7839.00 3.00 561.20 561.20 561.60 0.40 790.00 5292.00 4.50 562.90 562.90 563.40 0.50 716.00 6332.00 3.70 567.50 567.50 568.08 0.58 779.00 6621.00 3.60 569.70 569.70 570.30 0.60 977.00 9990.00 2.40 571.80 571.80 572.50 0.70 998.00 9966.00 2.40 572.70 572.70 573.50 0.80 1066.00 8596.00 2.40 573.40 573.40 574.30 0.90 1109.00 8527.00 2.40 574.60 574.60 575.60 1.00 216.00 763.00 2.60 682.20 682.20 683.20 1.00 110.00 365.00 5.30 690.20 690.20 691.00 0.80 142.00 293.00 4.20 701.60 701.60 702.20 0.60 1.00 3.00 2.00 4.00 1 650.00 6791.00 3.00 619.00 619.00 620.00 1.00 400.00 4311.00 4.80 621.80 621.80 622.70 0.90 650.00 5775.00 3.60 627.50 627.50 628.30 0.80 650.00 7260.00 2.90 630.80 630.80 631.70 0.90 450.00 3589.00 5.80 634.70 634.70 635.50 0.80 270.00 2624.00 7.90 647.50 647.50 648.40 0.90 900.00 4999.00 4.20 653.30 653.30 654.00 0.70 800.00 5020.00 4.10 658.60 658.60 659.50 0.90 849.00 4563.00 4.60 664.10 664.10 664.90 0.80 607.00 4732.00 4.40 671.50 671.50 672.20 0.70 500.00 3674.00 5.70 675.10 675.10 675.90 0.80 1014.00 11327.00 1.80 676.10 676.10 677.10 1.00 1005.00 7951.00 2.60 676.60 676.60 677.60 1.00 672.00 5074.00 4.10 678.40 678.40 679.30 0.90 505.00 3431.00 6.10 679.60 679.60 680.60 1.00 600.00 5604.00 3.70 683.00 683.00 683.70 0.70 485.00 5175.00 4.00 685.70 685.70 686.60 0.90 200.00 630.00 3.20 629.00 629.00 629.30 0.30 150.00 397.00 5.10 637.50 637.50 638.10 0.60 120.00 409.00 3.20 656.20 656.20 657.00 0.80 38.00 116.00 4.80 660.40 660.40 661.00 0.60 25.00 101.00 1.40 668.90 668.90 669.50 0.60 1.00 2.00 1 2450.00 703.00 5988.00 2.40 550.50 550.50 551.50 1.00 4225.00 310.00 3185.00 4.50 553.70 553.70 554.40 0.70 5375.00 606.00 5868.00 2.50 555.80 555.80 556.50 0.70 6050.00 675.00 7049.00 2.00 556.20 556.20 557.00 0.80 7250.00 771.00 8056.00 1.80 557.10 557.10 557.90 0.80 9000.00 906.00 8624.00 1.70 560.00 560.00 560.50 0.50 10300.00 693.00 5157.00 2.80 561.00 561.00 561.80 0.80 11550.00 682.00 5274.00 2.70 563.00 563.00 563.80 0.80 12400.00 712.00 5365.00 2.70 564.30 564.30 565.20 0.90 13750.00 766.00 6074.00 2.40 566.00 566.00 566.90 0.90 14950.00 894.00 6190.00 2.30 567.50 567.50 568.40 0.90 16050.00 716.00 5406.00 2.70 569.10 569.10 570.00 0.90 17550.00 735.00 4932.00 2.90 570.90 570.90 571.80 0.90 1.00 2.00 1 1450.00 1121.00 8572.00 2.00 561.00 561.00 562.00 1.00 4520.00 409.00 4086.00 4.30 564.30 564.30 565.20 0.90 5100.00 377.00 3459.00 5.10 566.00 566.00 566.80 0.80 6240.00 314.00 3612.00 4.90 569.30 569.30 570.20 0.90 7140.00 265.00 3123.00 5.40 571.80 571.80 572.70 0.90 8930.00 550.00 5516.00 3.10 574.70 574.70 575.60 0.90 10740.00 586.00 4520.00 3.70 576.80 576.80 577.80 1.00 12540.00 392.00 4115.00 4.20 583.30 583.30 584.00 0.70 13480.00 466.00 4849.00 3.60 584.30 584.30 585.30 1.00 14570.00 477.00 3546.00 4.90 587.20 587.20 587.80 0.60 15675.00 681.00 4633.00 3.80 589.90 589.90 590.60 0.70 17350.00 461.00 3397.00 2.60 595.80 595.80 596.80 1.00 19340.00 256.00 1519.00 5.90 601.70 601.70 602.50 0.80 20220.00 178.00 1374.00 5.80 605.30 605.30 606.20 0.90 21690.00 172.00 1692.00 4.70 611.60 611.60 612.40 0.80 22980.00 160.00 1320.00 6.10 615.50 615.50 616.10 0.60 24020.00 218.00 1608.00 5.00 618.90 618.90 619.60 0.70 24790.00 297.00 1626.00 4.90 620.90 620.90 621.60 0.70 26180.00 176.00 1304.00 5.70 625.70 625.70 626.50 0.80 27000.00 202.00 1612.00 4.60 628.40 628.40 629.20 0.80 27905.00 186.00 1275.00 5.80 630.60 630.60 631.60 1.00 28730.00 234.00 1530.00 4.50 635.30 635.30 636.10 0.80 30335.00 191.00 2490.00 2.70 645.80 645.80 646.10 0.30 31400.00 202.00 1749.00 3.90 646.40 646.40 647.00 0.60 33040.00 370.00 2620.00 2.70 652.10 652.10 653.10 1.00 34785.00 290.00 1012.00 4.40 655.50 655.50 656.30 0.80 36355.00 170.00 1166.00 3.30 665.50 665.50 666.00 0.50 1.00 1 537.00 537.00 537.70 0.70 125.00 422.00 6.30 544.90 544.90 544.90 0.00 125.00 499.00 4.70 553.00 553.00 553.60 0.60 125.00 643.00 3.70 559.80 559.80 560.30 0.50 169.00 588.00 4.00 567.70 567.70 568.20 0.50 200.00 683.00 3.40 574.80 574.80 575.70 0.90 347.00 2485.00 4.50 582.50 582.50 583.30 0.80 280.00 1872.00 6.00 590.10 590.10 591.00 0.90 290.00 2111.00 5.30 593.80 593.80 594.60 0.80 600.00 3220.00 3.50 598.10 598.10 598.80 0.70 1.00 3.00 2.00 4.00 1 2942.00 17270.00 2.00 543.40 543.40 544.20 0.80 2650.00 17873.00 1.90 544.80 544.80 545.40 0.60 3066.00 15214.00 2.30 546.40 546.40 547.00 0.60 2586.00 13690.00 2.50 548.20 548.20 548.70 0.50 2428.00 12827.00 1.90 550.30 550.30 550.80 0.50 3210.00 19104.00 1.30 553.10 553.10 553.70 0.60 2495.00 17247.00 1.40 556.90 556.90 557.20 0.30 1961.00 10637.00 2.30 557.50 557.50 558.00 0.50 1778.00 8724.00 2.80 558.90 558.90 559.70 0.80 2052.00 10768.00 2.20 562.90 562.90 563.80 0.90 1920.00 11702.00 2.10 564.50 564.50 565.50 1.00 1854.00 11066.00 2.30 566.50 566.50 567.30 0.80 1749.00 10708.00 2.40 570.10 570.10 570.70 0.60 2342.00 3.50 549.80 549.80 550.30 0.50 320.00 1931.00 4.20 560.20 560.20 561.20 1.00 320.00 1786.00 4.20 573.50 573.50 574.50 1.00 350.00 1404.00 3.30 580.80 580.80 581.80 1.00 231.00 844.00 5.50 587.90 587.90 588.50 0.60 197.00 793.00 3.80 595.40 595.40 596.40 1.00 230.00 961.00 3.20 610.30 610.30 611.30 1.00 250.00 1392.00 2.00 617.80 617.80 618.40 0.60 290.00 899.00 3.00 621.60 621.60 622.40 0.80 200.00 666.00 3.20 628.80 628.80 629.30 0.50 59.00 290.00 7.20 635.70 635.70 635.70 0.00 204.00 898.00 2.10 642.70 642.70 643.50 0.80 150.00 315.00 3.80 651.60 651.60 652.10 0.50 1.00 3.00 2.00 4.00 1 33.00 227.00 4.10 537.00 537.00 538.00 1.00 33.00 204.00 4.60 537.30 537.30 538.20 0.90 43.00 178.00 5.70 538.50 538.50 539.40 0.90 18.00 64.00 9.10 541.00 541.00 541.30 0.30 25.00 76.00 5.80 552.00 552.00 552.10 0.10 10.00 58.00 5.00 539.20 539.20 540.00 0.80 12.00 47.00 5.20 543.80 543.80 544.10 0.30 495.00 2727.00 5.60 453.30 453.30 453.40 0.10 381.00 3406.00 4.50 459.20 459.20 459.20 0.00 310.00 2907.00 5.30 463.40 463.40 463.40 0.00 790.00 4481.00 3.40 469.50 469.50 470.00 0.50 290.00 2906.00 5.20 474.70 474.70 474.80 0.10 1293.00 6193.00 4.00 475.60 475.60 475.60 0.00 1013.00 5257.00 3.80 480.60 480.60 480.90 0.30 1092.00 5371.00 4.50 488.20 488.20 489.00 0.80 1078.00 4148.00 4.40 490.20 490.20 490.70 0.50 500.00 4186.00 2.60 504.60 504.60 505.40 0.80 300.00 2329.00 4.70 512.90 512.90 513.30 0.40 375.00 2609.00 4.80 520.90 520.90 521.60 0.70 500.00 3720.00 3.30 529.10 529.10 530.00 0.90 480.00 2437.00 3.10 536.30 536.30 537.00 0.70 449.00 2265.00 3.40 544.00 544.00 544.80 0.80 350.00 1400.00 5.40 556.60 556.60 557.20 0.60 90.00 544.00 10.60 569.10 569.10 569.50 0.40 120.00 551.00 5.90 590.30 590.30 590.50 0.20 90.00 457.00 3.10 618.80 618.80 619.00 0.20 1.00 3.00 2.00 1 81.00 406.00 7.60 564.60 564.60 564.60 0.00 165.00 972.00 3.20 578.20 578.20 578.90 0.70 179.00 1082.00 2.90 592.90 592.90 593.60 0.70 60.00 191.00 10.20 612.40 612.40 612.40 0.00 375.00 1965.00 4.30 618.20 618.20 618.60 0.40 230.00 536.00 5.80 644.30 644.30 644.50 0.20 200.00 691.00 4.10 653.80 653.80 654.30 0.50 100.00 349.00 4.00 547.60 547.60 547.90 0.30 49.00 201.00 7.50 552.80 552.80 553.00 0.20 1200.00 13606.00 3.50 560.60 560.60 560.80 0.20 1500.00 17083.00 2.80 563.60 563.60 564.10 0.50 1099.00 10902.00 4.30 564.80 564.80 565.50 0.70 1099.00 12236.00 3.80 567.90 567.90 568.60 0.70 1700.00 14513.00 3.20 579.90 579.90 580.50 0.60 2200.00 16759.00 2.40 586.60 586.60 587.10 0.50 900.00 6159.00 6.70 593.50 593.50 594.20 0.70 400.00 4935.00 8.30 602.70 602.70 603.10 0.40 500.00 7092.00 5.80 608.30 608.30 608.70 0.40 900.00 12423.00 3.30 611.30 611.30 611.90 0.60 1350.00 16794.00 2.50 612.20 612.20 612.90 0.70 1100.00 10962.00 3.80 613.50 613.50 614.30 0.80 1100.00 13444.00 3.10 615.80 615.80 616.70 0.90 1.00 4.00 2.00 3.00 1 2343.00 620.00 3892.00 6.00 450.30 450.30 450.30 0.00 4605.00 782.00 3724.00 3.90 455.00 455.00 455.00 0.00 5982.00 282.00 2916.00 5.00 456.50 456.50 456.60 0.10 7014.00 190.00 1655.00 8.80 458.10 458.10 458.40 0.30 7946.00 189.00 1847.00 7.90 460.10 460.10 460.90 0.80 9154.00 273.00 2442.00 6.00 462.40 462.40 463.30 0.90 10973.00 394.00 3075.00 4.80 471.00 471.00 471.10 0.10 13258.00 344.00 2630.00 5.60 476.40 476.40 476.40 0.00 14578.00 383.00 1744.00 8.30 478.70 478.70 479.50 0.80 15534.00 376.00 1389.00 10.50 483.30 483.30 483.30 0.00 16953.00 184.00 1148.00 6.80 489.70 489.70 490.50 0.80 18222.00 319.00 1316.00 5.70 493.40 493.40 494.00 0.60 18904.00 269.00 1079.00 7.00 496.90 496.90 497.80 0.90 19786.00 67.00 500.00 15.00 504.20 504.20 504.20 0.00 20404.00 250.00 2129.00 3.50 509.30 509.30 509.30 0.00 21689.00 374.00 786.00 5.70 513.80 513.80 513.80 0.00 22634.00 360.00 1542.00 4.90 515.40 515.40 515.40 0.00 23116.00 241.00 963.00 11.30 519.00 519.00 519.00 0.00 24153.00 346.00 3219.00 2.50 525.20 525.20 525.70 0.50 25155.00 238.00 1865.00 4.30 526.70 526.70 527.40 0.70 26526.00 232.00 1573.00 4.00 530.60 530.60 530.80 0.20 28886.00 249.00 1581.00 4.00 539.60 539.60 539.70 0.10 31247.00 68.00 446.00 7.70 548.80 548.80 549.10 0.30 1.00 250.00 1070.00 7.60 552.00 552.00 552.20 0.20 280.00 1420.00 4.60 577.10 577.10 577.40 0.30 280.00 1718.00 3.80 584.30 584.30 585.20 0.90 250.00 1440.00 4.10 594.40 594.40 595.40 1.00 289.00 1531.00 3.10 604.10 604.10 604.90 0.80 300.00 1970.00 1.70 623.50 623.50 624.40 0.90 150.00 647.00 3.40 629.50 629.50 630.30 0.80 403.00 1696.18 2.98 554.54 554.54 555.54 1.00 250.00 954.37 3.49 566.56 566.56 567.14 0.50 193.14 616.29 4.13 579.42 579.42 579.65 0.30 163.00 585.69 4.34 585.97 585.97 585.95 -0.04 250.00 1693.34 1.43 600.26 600.26 600.44 0.10 187.61 456.19 4.75 610.01 610.01 610.64 0.63 305.00 1944.53 1.12 619.40 619.40 619.91 0.52 217.00 791.17 2.74 627.09 627.09 627.88 0.78 200.00 334.06 6.49 636.82 636.82 636.91 0.08 102.00 532.00 7.10 482.00 0.00 117.00 552.00 5.50 488.30 488.30 488.30 0.00 72.00 350.00 8.60 500.40 500.40 500.40 0.00 48.00 218.00 12.00 512.10 512.10 512.60 0.50 41.00 204.00 12.80 519.80 519.80 520.30 0.50 35.00 128.00 11.60 530.30 530.30 530.30 0.00 1.00 3.00 2.00 1 2600.00 7467.00 2.00 545.20 545.20 546.20 1.00 213.00 2751.00 2.90 548.40 548.40 549.30 0.90 5390.00 21737.00 1.00 451.50 451.50 451.90 0.40 2789.00 13353.00 1.60 452.70 452.70 453.00 0.30 608.00 5753.00 3.00 454.20 454.20 454.20 0.00 210.00 2680.00 3.40 455.70 455.70 456.00 0.30 2890.00 6767.00 3.10 458.80 458.80 458.80 0.00 2796.00 12063.00 1.70 461.20 461.20 461.20 0.00 1.00 2.00 1 659.00 4943.00 5.60 638.10 638.10 638.80 0.70 799.00 9194.00 3.00 649.90 649.90 649.90 0.00 709.00 7404.00 3.70 650.90 650.90 651.20 0.30 624.00 6818.00 4.00 653.40 653.40 653.80 0.40 625.00 5155.00 5.40 656.60 656.60 657.20 0.60 869.00 8206.00 3.50 663.00 663.00 663.80 0.80 800.00 6118.00 4.70 666.20 666.20 666.90 0.70 983.00 7770.00 3.70 670.10 670.10 670.90 0.80 1021.00 7662.00 3.70 675.20 675.20 676.00 0.80 944.00 7186.00 3.80 685.40 685.40 686.40 1.00 773.00 5766.00 4.70 693.20 693.20 694.20 1.00 691.00 4679.00 5.80 695.20 695.20 695.90 0.70 544.00 5538.00 4.90 701.40 701.40 702.20 0.80 546.00 5229.00 5.20 704.90 704.90 705.60 0.70 700.00 6859.00 3.70 713.00 713.00 714.00 1.00 648.00 6676.00 3.80 722.80 722.80 723.80 1.00 474.00 4705.00 4.60 731.00 731.00 731.80 0.80 1.00 1 151.00 1061.00 8.10 453.80 453.80 454.70 0.90 150.00 1280.00 6.70 459.70 459.70 460.10 0.40 169.00 1775.00 4.00 466.20 466.20 466.50 0.30 179.00 1056.00 6.70 479.40 479.40 479.40 0.00 113.00 766.00 5.50 488.80 488.80 489.10 0.30 106.00 573.00 4.70 501.40 501.40 501.40 0.00 103.00 441.00 3.30 538.50 538.50 538.50 0.00 2640.00 16588.00 3.50 570.80 570.80 571.80 1.00 2451.00 19448.00 3.00 574.20 574.20 575.20 1.00 2340.00 17410.00 3.30 577.50 577.50 578.40 0.90 2148.00 22711.00 2.70 583.20 583.20 583.60 0.40 2191.00 18581.00 3.30 584.70 584.70 585.30 0.60 1873.00 16174.00 2.30 588.20 588.20 589.10 0.90 1482.00 13111.00 2.80 590.10 590.10 591.00 0.90 997.00 6420.00 5.70 596.00 596.00 596.40 0.40 940.00 9279.00 4.00 604.60 604.60 605.30 0.70 930.00 10664.00 3.60 608.20 608.20 608.90 0.70 787.00 7957.00 4.80 611.00 611.00 611.70 0.70 697.00 8045.00 4.70 615.10 615.10 615.90 0.80 670.00 7316.00 5.20 619.10 619.10 620.00 0.90 626.00 6620.00 4.10 624.50 624.50 625.50 1.00 855.00 6821.00 4.00 631.50 631.50 632.40 0.90 1.00 2.00 1 4800.00 741.00 4094.00 4.00 623.00 0.90 7290.00 462.00 3996.00 4.00 624.00 624.00 624.60 0.60 8320.00 419.00 3241.00 4.90 625.40 625.40 626.10 0.70 9190.00 480.00 3826.00 4.20 627.50 627.50 628.20 0.70 10100.00 562.00 3763.00 4.20 629.80 629.80 630.40 0.60 11830.00 615.00 4729.00 3.40 633.80 633.80 634.80 1.00 12860.00 533.00 4297.00 3.70 635.30 635.30 636.30 1.00 13820.00 524.00 4038.00 4.40 637.40 637.40 638.20 0.80 15110.00 440.00 4397.00 4.00 639.60 639.60 640.60 1.00 16000.00 357.00 3090.00 5.70 641.60 641.60 642.60 1.00 16840.00 377.00 3235.00 5.40 644.30 644.30 645.10 0.80 17380.00 418.00 3244.00 5.40 645.80 645.80 646.70 0.90 19820.00 642.00 4452.00 3.90 653.40 653.40 654.10 0.70 21400.00 543.00 4360.00 4.50 656.20 656.20 657.00 0.80 22260.00 497.00 3514.00 5.50 658.80 658.80 659.40 0.60 23630.00 467.00 4044.00 4.80 663.50 663.50 664.20 0.70 25080.00 519.00 4140.00 4.70 667.00 667.00 667.90 0.90 26160.00 534.00 4357.00 4.50 670.20 670.20 671.10 0.90 27160.00 562.00 5258.00 3.70 672.00 672.00 673.00 1.00 28330.00 452.00 3371.00 5.80 674.80 674.80 675.70 0.90 29770.00 461.00 3781.00 5.10 680.20 680.20 681.20 1.00 31470.00 449.00 3741.00 5.20 685.40 685.40 686.30 0.90 33020.00 682.00 4931.00 3.90 690.90 690.90 691.90 1.00 1.00 2.00 1 434.00 6816.00 4.10 453.30 453.30 453.40 0.10 337.00 5026.00 4.10 453.50 453.50 453.60 0.10 499.00 3198.00 3.20 468.30 468.30 468.80 0.50 1300.00 5966.00 1.60 470.40 470.40 471.10 0.70 1100.00 8589.00 1.80 931.60 931.60 932.50 0.90 628.00 5443.00 2.90 932.60 932.60 933.50 0.90 566.00 4101.00 3.80 555.90 555.90 556.90 1.00 500.00 4155.00 3.80 566.00 566.00 566.70 0.70 675.00 3549.00 4.90 581.00 0.90 450.00 3699.00 4.20 587.00 587.00 587.40 0.40 500.00 3942.00 3.70 592.00 592.00 593.00 1.00 326.00 2884.00 5.10 597.80 597.80 598.10 0.30 425.00 2766.00 5.20 604.50 604.50 605.50 1.00 350.00 2998.00 4.80 613.50 613.50 614.00 0.50 425.00 3412.00 4.20 615.60 615.60 616.40 0.80 450.00 2869.00 5.00 619.50 619.50 620.00 0.50 400.00 2784.00 3.80 625.60 625.60 626.10 0.50 300.00 1493.00 4.60 637.10 637.10 637.90 0.80 599.00 2259.00 3.10 649.20 649.20 649.60 0.40 410.00 2698.00 2.30 660.70 660.70 661.70 1.00 1.00 4.00 2.00 5.00 3.00 1 1100.00 12338.00 0.80 552.10 552.10 552.10 0.00 380.00 1337.00 7.60 556.40 556.40 556.60 0.20 609.00 2366.00 3.30 576.00 576.00 577.00 1.00 492.00 2378.00 3.20 598.10 598.10 598.80 0.70 100.00 886.00 3.20 558.90 558.90 559.90 1.00 85.00 603.00 5.30 583.90 583.90 583.90 0.00 2525.00 22797.00 3.10 582.90 582.90 582.90 0.00 2043.00 16040.00 4.40 585.50 585.50 585.60 0.10 2225.00 23434.00 3.00 592.50 592.50 592.50 0.00 3260.00 33137.00 2.10 600.90 600.90 601.30 0.40 2350.00 20237.00 3.50 607.50 607.50 607.90 0.40 2270.00 20005.00 3.50 610.50 610.50 611.10 0.60 2000.00 17589.00 4.00 614.50 614.50 615.20 0.70 2386.00 21272.00 3.10 620.60 620.60 621.10 0.50 3330.00 29175.00 2.70 624.40 624.40 624.90 0.50 2530.00 20055.00 3.30 626.10 626.10 627.00 0.90 2207.00 24275.00 2.70 633.10 633.10 633.40 0.30 1900.00 17359.00 3.80 635.50 635.50 636.10 0.60 1.00 4.00 2.00 5.00 3.00 619.50 3337.59 3.01 542.97 542.97 542.97 0.00 567.45 3376.44 2.98 547.20 547.20 547.20 0.00 955.55 5750.77 1.75 561.36 561.36 561.36 0.00 575.25 2566.47 3.92 565.12 565.12 565.11 -0.01 560.00 3930.03 2.31 568.94 568.94 569.45 0.60 505.00 3035.87 2.99 570.32 570.32 571.02 0.70 417.88 3038.67 2.98 574.54 574.54 575.02 0.48 436.00 2300.38 3.16 581.09 581.09 581.53 0.40 464.00 2544.72 2.75 585.25 585.25 585.48 0.23 224.16 1225.89 4.68 590.64 590.64 590.87 0.30 159.60 1081.26 5.30 599.44 599.44 599.79 0.36 137.00 716.85 6.70 604.35 604.35 604.57 0.22 230.00 1366.78 3.51 612.71 612.71 612.90 0.19 277.98 773.03 3.78 621.15 621.15 621.35 0.20 73.00 377.54 7.74 627.81 627.81 628.01 0.20 428.90 1285.78 2.27 634.57 634.57 634.58 0.01 120.23 436.70 6.69 635.28 635.28 635.42 0.14 79.41 291.16 2.88 642.96 642.96 643.09 0.13 132.00 231.30 3.62 651.89 651.89 652.03 0.14 29.52 31.59 4.78 661.94 661.94 661.89 -0.04 80.00 347.00 5.50 559.70 559.70 559.90 0.20 58.00 288.00 5.10 568.90 568.90 569.90 1.00 38.00 149.00 4.32 570.20 570.20 571.00 0.80 32.00 166.00 3.90 573.60 573.60 573.60 0.00 27.00 128.00 4.98 574.60 574.60 574.80 0.20 91.00 388.00 1.65 577.70 577.70 577.70 0.00 22.00 105.00 5.65 580.70 580.40 580.70 0.30 1.00 2.00 1 86835.00 2182.00 15065.00 5.80 650.90 650.90 651.50 0.60 91095.00 1999.00 23312.00 3.30 657.60 657.60 658.40 0.80 93375.00 2155.00 25293.00 3.50 661.00 661.00 661.70 0.70 94825.00 2109.00 24415.00 3.60 662.60 662.60 663.40 0.80 97025.00 2167.00 24939.00 3.50 665.50 665.50 666.30 0.80 102585.00 2340.00 29254.00 3.00 673.50 673.50 674.30 0.80 105955.00 1847.00 22017.00 4.00 676.80 676.80 677.60 0.80 109875.00 1795.00 20635.00 4.30 681.90 681.90 682.80 0.90 114455.00 1792.00 24431.00 3.60 689.70 689.70 690.50 0.80 118795.00 1857.00 27739.00 3.20 693.70 693.70 694.70 1.00 120635.00 1880.00 23490.00 3.70 695.40 695.40 696.40 1.00 122655.00 2175.00 27398.00 3.20 697.50 697.50 698.50 1.00 1.00 1 2611.00 22900.00 4.00 542.40 542.40 543.30 0.90 2253.00 20467.00 4.40 545.90 545.90 546.60 0.70 2613.00 24874.00 3.70 550.10 550.10 550.80 0.70 3431.00 27735.00 3.30 552.20 552.20 553.10 0.90 3767.00 32304.00 554.60 554.60 555.60 1.00 4119.00 58629.00 1.60 560.60 560.60 560.90 0.30 2369.00 19819.00 4.60 561.70 561.70 562.20 0.50 2955.00 27700.00 3.30 565.80 565.80 566.70 0.90 2988.00 31510.00 2.90 574.60 574.60 575.50 0.90 2837.00 25776.00 3.60 578.70 578.70 579.70 1.00 1963.00 29646.00 3.10 590.20 590.20 590.90 0.70 2095.00 28276.00 3.30 591.70 591.70 592.40 0.70 2501.00 28626.00 3.20 595.00 595.00 595.60 0.60 2347.00 23142.00 4.00 598.00 598.00 598.80 0.80 3371.00 33448.00 2.80 604.60 604.60 605.30 0.70 3661.00 33849.00 2.70 606.50 606.50 607.30 0.80 3853.00 51991.00 1.80 611.90 611.90 612.80 0.90 3277.00 39022.00 2.40 618.00 618.00 618.70 0.70 2713.00 27836.00 3.30 619.80 619.80 620.30 0.50 2822.00 25870.00 3.40 622.80 622.80 623.70 0.90 3560.00 29944.00 2.90 627.60 627.60 628.50 0.90 3837.00 35563.00 2.50 630.00 630.00 631.00 1.00 2944.00 24845.00 3.50 632.30 632.30 633.10 0.80 2604.00 21393.00 4.10 636.80 636.80 637.60 0.80 2266.00 17601.00 5.00 639.80 639.80 640.40 0.60 2147.00 19889.00 4.40 647.30 647.30 647.90 0.60 1.00 2.00 1 210.00 1459.00 3.90 477.10 477.10 477.60 0.50 149.00 1476.00 3.80 485.90 485.90 486.70 0.80 99.00 1090.00 5.20 493.60 493.60 494.40 0.80 80.00 688.00 8.20 504.70 504.70 505.50 0.80 80.00 805.00 4.80 521.60 521.60 522.30 0.70 100.00 682.00 5.60 529.00 529.00 529.80 0.80 70.00 602.00 5.50 532.20 532.20 532.80 0.60 80.00 542.00 6.10 540.70 540.70 541.30 0.60 99.00 573.00 4.00 550.00 550.00 550.40 0.40 35.00 283.00 8.10 557.30 557.30 557.30 0.00 538.50 538.50 539.50 1.00 250.00 13384.00 2.70 548.40 548.40 549.30 0.90 250.00 20238.00 1.80 573.40 573.40 573.40 0.00 230.00 15983.00 0.40 573.40 573.40 573.40 0.00 1.00 2.00 3.00 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.O09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.O10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p09.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p10.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.r09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.r10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.rep Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g02.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.p01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.p02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.rasmap Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/Backup.g01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.g02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.g02.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.O03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.O04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p04.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.r03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.r04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.rasmap Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.rep Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/04 Duplicat Effective Report.pdf CooperCreekDE.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Cooper Creek - Duplicate Effective Project File : CooperCreekDE.prj Run Date and Time: 3/12/2024 12:57:24 PM Project in English units Project Description: Cooper Creek and Stream CC-2 TSDN 011785 Task14 Revised 6/08 Hydrology data The floodway model top widths were modified in a few places at Sherman Rd. T:\Job\011785e1\WTR_RSC\Task_Order_014\TSDN\2.4_Hydraulics\Hydraulics CDROM\Hydraulics Models\Cooper Creek\Simulations\Revised0805 For Profiles purposes the stationing is shifted by 851 feet so that the profiles begins at Trinity Road (Dec 2009) PLAN DATA Plan Title: Floodway Plan File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'A' - COOPER CREEK\01 Duplicate Effective Hec-Ras ver. 6.3.1\CooperCreekDE.p10 Geometry Title: Cooper Creek Existing Updated BurnTreeCr Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03- 12 2nd Submittal\Appendices\APPENDIX 'A' - COOPER CREEK\01 Duplicate Effective Hec-Ras ver. 6.3.1\CooperCreekDE.g03 Flow Title : Floodway - Cooper Creek Existing Updated Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'A' - COOPER CREEK\01 Duplicate Effective Hec-Ras ver. 6.3.1\CooperCreekDE.f 07 Plan Description: 11/2009Inserted Burning Tree Ln Updated Basin Flows Floodway Top Width equal to FEMA effective floodway where possible - RMeth 1w/FEMA effective FW CC Final 7/26 Revised per Baker Comments 8/05 Plan Summary Information: Number of: Cross Sections = 67 Multiple Openings = 0 Culverts = 9 Inline Structures = 1 Bridges = 3 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow Encroachment Data Equal Conveyance = True Left Offset = 0 Right Offset = 0 River = Cooper Creek Reach = Reach1 RS Profile Method Value1 Value2 36789.82FW100 yr 1 310 371 36417.31FW100 yr 1 540.9 586 36076.18FW100 yr 1 332.3 403.07 35576.95FW100 yr 1 771 933.42 35531.24FW100 yr 1 929.45 1099.42 35492.17FW100 yr 1 989.87 1019.44 34816.55FW100 yr 1 116 248 33841.53FW100 yr 1 125.5 291 33813.63FW100 yr 1 222 384 33812.88FW100 yr 1 222 384 33758.79FW100 yr 1 437 557 33125.66FW100 yr 1 100.5 194.09 32079.78FW100 yr 1 528 725 32045.85FW100 yr 1 622 839.15 31992.36FW100 yr 1 641.74 806.73 31281.2 FW100 yr .02FW100 yr 1 1050 1484.7 30339.09FW100 yr 1 795 1312.88 30242.84FW100 yr 1 736 1280.81 29853.37FW100 yr 1 758 831 29237.29FW100 yr 1 657.49 738.2 28223.67FW100 yr 1 822 1103.28 28170.27FW100 yr 1 1020 1340.8 28117.26FW100 yr 1 1031 1368.75 27221.49FW100 yr 1 556 785 26191.66FW100 yr 1 695 925 26141.04FW100 yr .11FW100 yr 1 755 975.03 24854.98FW100 yr 1 431 568 24146.55FW100 yr 1 339 540 24099.6 FW100 yr 1 359 575 24005.85FW100 yr 1 412 632 22889.88FW100 yr 1 271.6 431.2 22842.67FW100 yr 1 206.54 388.63 22793.56FW100 yr 1 206.54 388.62 22493.9 FW100 yr 1 395 516.47 21594.3 FW100 yr 1 298.5 448 20540.43FW100 yr 1 393.41 619 19140.02FW100 yr 1 307 652 19078.49FW100 yr 1 310 679 19042.91FW100 yr 1 314 675 18997.21FW100 yr 1 537 829 18967.14FW100 yr 1 537 829 18596.96FW100 yr 1 401 865 18523.65FW100 yr 1 432 857 18234.52FW100 yr .03FW100 yr 1 600 900 17512.92FW100 yr 1 483 886 17186.71FW100 yr 1 475 911 15713.63FW100 yr 1 412 907 14598.35FW100 yr 1 458 875.88 13936.06FW100 yr 1 451 873 13911.95FW100 yr 1 466 863 13872.17FW100 yr 1 356 758 13158.3 FW100 yr .79FW100 yr .77FW100 yr 1 1240 1816 FLOW DATA Flow Title: Floodway - Cooper Creek Existing Updated Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'A' - COOPER CREEK\01 Duplicate Effective Hec-Ras ver. 6.3.1\CooperCreekDE.f07 Flow Data (cfs) River Reach RS 100 yr FW100 yr Cooper Creek Reach1 36789.82 151 151 Cooper Creek Reach1 35576.95 838 838 Cooper Creek Reach1 32079.78 2922 2922 Cooper Creek Reach1 26191.66 4800 4800 Cooper Creek Reach1 22889.88 5735 5735 Cooper Creek Reach1 18997.21 7007 7007 Cooper Creek Reach1 17743.03 7270 7270 Cooper Creek Reach1 14598.35 9068 9068 Cooper Creek Reach1 11243.77 10050 10050 Cooper Creek Reach1 858.77 10876 10876 Boundary Conditions River Reach Profile Upstream Downstream Cooper Creek Reach1 100 yr Normal S = 0.00105 Cooper Creek Reach1 FW100 yr Normal S = 0.00105 GEOMETRY DATA Geometry Title: Cooper Creek Existing Updated BurnTreeCr Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'A' - COOPER CREEK\01 Duplicate Effective Hec-Ras ver. 6.3.1\CooperCreekDE.g03 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36789.82 INPUT Description: Cross section numbers shifted by 839 Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.75 91.6 668 96.18 668 97.05 668.38 175.98 665.95 220.7 666.11 304.41 665.65 310 664.439 319 662.49 337.01 659.9 337.5 659.78 338.06 659.75 338.58 659.67 339.03 659.9 354.11 662.09 371 664.394 372.58 664.61 380.6 664.92 483.86 665.58 484.77 666.46 485.3 666.45 502.19 666.93 504.08 666.94 505.59 666.92 507.14 666.93 508.55 666.91 509.9 666.91 511.08 666.9 512.47 666.9 513.48 666.89 515.09 666.9 516 666.89 517.79 666.89 518.71 666.88 522.36 666.9 538.54 666.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 304.41 .035 372.58 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 371 327.56 372.5 372.69 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36417.31 INPUT Description: Station Elevation Data num= 207 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.64 75.75 668.14 97.86 668 98 668 98.19 668 99.93 668 101.17 668 102.89 668 104.83 668 106.43 668 107.59 668 110.05 668 111.26 668 112.5 668 119.23 668 122.89 668 123.68 668 123.74 668 132.68 668 133.48 668 140.83 668 165.36 668 168.91 668 169.2 668 169.89 668 169.92 668 307.09 666.16 315.59 666.06 315.98 666.06 316.11 666.06 316.22 666.06 317.58 666.04 320.31 666.03 322.5 666.03 322.54 666.03 323.77 666.03 323.81 666.03 324.87 666.03 331.25 666 332.73 666 336.53 666 339.94 666 340.69 666 345.75 666 352.1 666 353.22 666 360.44 666 361.75 666 369.12 666 370.42 666 371.57 666 377.88 666 378.8 666 379.52 666 383.96 666 384.64 666 387.17 666 388.6 666 389.79 666 391.3 666 392.25 666 394.18 666 395.67 666 397.91 666 399.93 666 402.32 666 404.75 666 407.74 666 409. .66 666 417.31 666 420.65 666 421.02 666 421.34 666 425.34 666 425.37 666 425.4 666 425.44 666 425.97 666 441.63 665.65 503.58 664.29 516.65 664 520.68 663.57 523.14 663.32 534.85 662.11 535.56 662.03 535.88 662 540.9 661.456 545.39 660.97 550.15 660.46 552.71 660.15 566 658.22 567.95 657.95 568.39 657.9 568.92 657.81 569.15 657.79 569.52 657.69 570.08 657.51 570.51 657.63 572.17 657.78 573.69 657.96 574.16 658.16 575.03 658.3 576.88 658.52 585.04 659.51 585.99 661.73 587.52 662 588.55 662.12 589.81 662.24 590 662.26 597.03 662.99 598.77 663.18 599.63 663.26 600.49 663.35 601.55 663.46 607.43 663.94 608.23 664 608.27 664 608.3 664 608.33 664 608.35 664 609.26 664.02 615.54 664.12 621.61 664.23 622.15 664.24 628.01 664.35 632.84 664.45 636.3 664.52 638.28 664.57 694.48 666 696.93 666 698.62 666 700.95 666 702.93 666 704.32 666 705.22 666 707.21 666 707.81 666 708.35 666 710.37 666 728.03 666 728.66 666 729.7 666 731.24 666 732.09 666 733.79 666 735.23 666 736.95 666 737.05 666 737.44 666 738.41 666 740.08 666 742.14 666 782.89 666 784.19 666 786.58 666 789.78 666 791.39 666 795.68 666 800.5 666 804.79 666 806.3 666 809.02 666 810.38 666 811 666 811.52 666 812.59 666 813.85 666 816.08 666 819.96 666 825.08 666 830.7 666 831.66 666 837.03 666 841.86 666 857.76 666 860.76 666 863.06 666 864.82 666 866.27 666 866.35 666 867.73 666 874.58 666 877.87 666 880.8 666 882.93 666 903.83 666 904.66 666 905.61 666 908.4 666 909.54 666 910.95 666 914.62 666 919.32 666 921.34 666 926.66 666 932.11 666 935.1 666 940.2 666 944.68 666 949.2 666 954.75 666 982.96 666 982.99 666 983.04 666 983.18 666 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 523.14 .035 598.77 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 540.9 585.99 325.72 341.13 342.39 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36076.18 INPUT Description: Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 666 11.75 666 42.38 665.74 42.93 665.73 43.43 665.73 47.81 665.71 48.37 665.71 54.1 665.65 54.88 665.64 55.52 665.64 56.04 665.63 56.51 665.62 57.02 665.62 57.64 665.61 58.45 665.6 59.53 665.59 65.29 665.55 66.67 665.53 68.15 665.52 74.43 665.45 75.99 665.44 82.03 665.37 83.6 665.36 93.66 665.24 97.83 665.18 99.63 665.18 106.74 665.09 109.2 665.05 232.69 664 284.55 664 286.12 663.88 287.48 663.64 319.15 663.21 331.19 662.14 332.3 661.945 353 658.3 367.22 656.23 369.3 655.95 370.58 655.81 371.58 655.35 373.59 655.41 375.05 655.54 375.5 655.88 376.34 656.01 378.12 656.17 386.82 657.01 403.07 660.34 428.9 663.03 449.29 662.32 554.84 662.78 610.21 664 801.95 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 332.3 .035 403.07 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 332.3 403.07 462.47 499.23 454.37 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35576.95 INPUT Description: Station Elevation Data num= 108 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 663.91 21.02 663.63 21.67 663.62 78.05 662.99 80.48 662.97 82.62 662.96 84.47 662.94 86.21 662.93 92.04 662.87 93.91 662.86 97.28 662.82 98.15 662.8 100.17 662.78 102.56 662.75 104.89 662.71 113.19 662.63 114.46 662.63 116.69 662.61 117.64 662.61 118.86 662.6 119.76 662.59 120.81 662.59 121.94 662.58 122.84 662.58 124.45 662.57 125.33 662.56 127.69 662.56 130.44 662.55 131.29 662.54 133.92 662.53 134.71 662.52 136.84 662.52 138.67 662.51 139.45 662.51 154.92 662.44 160.2 662.39 161.69 662.37 165.13 662.35 165.59 662.34 166.02 662.34 170.78 662.31 171.19 662.31 171.65 662.3 172.14 662.3 176.32 662.29 176.79 662.28 177.57 662.28 178.77 662.27 198.11 662.26 201.41 662.27 201.85 662.27 203.38 662.26 207.98 662.26 210.01 662.27 211.7 662.27 237.56 662.22 238.6 662.21 241 662.21 241.31 662.2 265.18 662.18 269.25 662.17 269.67 662.16 272.83 662.15 273.28 662.15 278.37 662.13 281.39 662.13 281.81 662.12 294.61 662.09 294.93 662.08 305.76 662.05 305.95 662.05 312.77 662 517.5 662 609.62 660.35 612.16 660.35 615.14 660.31 616.69 660.31 617.3 660.3 617.86 660.3 620.34 660.28 620.74 660.28 622.98 660.27 635.03 660.24 635.44 660.25 646.74 660.24 650.23 660.95 703.69 661.13 754.53 660.6 805.56 660.57 865.17 659.45 878.13 656.17 893.35 654.05 895.52 653.98 903.39 653.77 903.75 654.1 905.15 654.31 918.07 656.39 933.42 658.82 980.91 659.19 991.88 661.33 1010.24 661.58 1061.05 661.98 1492.9 662 1522.81 662.3 1524.14 662.31 1533.08 662.4 1649.31 664 1737.12 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 865.17 .035 980.91 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 865.17 933.42 45.49 45.71 45.55 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35531.24 INPUT Description: Upstream of Rd Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 929.7 1099.17 23.83 39.07 24.96 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 35510 INPUT Description: FM 2164 Distance from Upstream XS = .01 Deck/Roadway Width = 39 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Coeff Contr. Expan. 929.7 1099.17 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Downstream Bridge Cross Section Data Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Coeff Contr. Expan. 989.87 1019.44 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 3 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 39 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 653.9 Centerline Stations Sta. Sta. Sta. Sta. 1003.81 1011.4 1018.89 1026.43 Downstream Elevation = 653.76 Centerline Stations Sta. Sta. Sta. Sta. 993.37 1000.9 1008.45 1015.94 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35492.17 INPUT Description: Downstream Rd Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 989.87 1019.44 676 675.62 572.78 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 34816.55 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656 12.28 656 20.06 655.85 20.79 655.84 38.79 655.5 42 655.45 43.74 655.41 50.55 655.29 51.96 653.62 104.47 652.19 156.03 651.12 205.69 648.55 206.03 647.33 206.33 646.8 206.74 646.58 211.64 646.75 212.1 647.76 213.13 649.09 247.83 651.21 286.46 655.87 315.14 656.34 355.03 656.89 404.89 657.33 405.38 657.94 405.85 657.95 406.16 657.95 408.09 658 501.59 658 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 205.69 .037 213.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 205.69 213.13 850.79 909 926.86 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33841.53 INPUT Description: Station Elevation Data num= 70 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 650.86 24.58 650.99 29.57 650.9 30.06 650.92 31.5 650.88 33.13 650.84 34.48 650.8 34.84 650.79 36.5 650.75 38 650.7 39.52 650.66 40.14 650.66 41.91 650.62 42.84 650.62 45.03 650.58 47.49 650.54 48.42 650.54 50.74 650.5 50.88 650.5 58.79 650.26 59.2 650.26 62.05 650.14 65.09 650 65.61 649.95 65.83 649.92 70.36 649.45 74.13 649 75.96 648.79 77.07 648.67 78.59 648.48 79.07 650.08 125 646.958 200.31 641.84 204.67 640.91 206.2 639.94 210.17 639.94 218.72 639.99 226.84 640.01 234.84 640.06 243.22 640 248.68 639.98 249.4 640.93 291 646.803 304.37 648.69 306.3 648.68 312.16 649.1 314.39 649.25 314.58 649.26 316.95 649.44 317.15 649.45 319.01 649.56 322.22 649.76 323.01 649.82 326.05 650 328.56 650.06 328.8 650.07 342.64 650.44 345.72 650.53 347.22 650.57 349.8 650.65 350.51 650.67 351.57 650.71 353.94 650.78 354.49 650.8 367.14 651.19 370.62 651.31 391.82 651.98 391.97 651.98 392.62 652 402 652 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 200.31 .037 249.4 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 200.31 249.4 67.37 27.9 24.26 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33813.63 INPUT Description: in stream weir (conveyance at cross section) Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 244.19 639.961 281.61 639.961 317.26 645.937 360.53 646.065 377.53 645.947 385.94 645.979 386.12 650.892 387.47 650.92 387.72 650.116 408.41 650.055 418.11 648.77 422.22 648.888 426.06 648.909 433.57 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 317.26 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.12 1 1 1 .3 .5 INLINE STRUCTURE RIVER: Cooper Creek REACH: Reach1 RS: 33813 INPUT Description: Distance from Upstream XS = .01 Deck/Roadway Width = .5 Weir Coefficient = 3.1 Weir Embankment Coordinates num = 2 Sta Elev Sta Elev 220.93 645.95 385.94 645.98 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Weir crest shape = Broad Crested CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33812.88 INPUT Description: in stream weir Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 243.06 639.959 280.36 639.959 315.94 645.937 359.21 646.065 376.21 645.947 384.62 645.979 384.8 650.892 386.15 650.92 386.4 650.116 407.09 650.055 416.79 648.77 420.9 648.888 424.74 648.909 432.25 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 315.94 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.15 18.05 54.08 64.88 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33758.79 INPUT Description: Xsection 52110 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 648.2 287 647.8 370 649.9 436 648.5 468 641.4 470 641. .8 557 647.8 570 648.1 574.8 651.68 578.85 651.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 436 .037 557 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 436 557 585.22 633.14 617.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33125.66 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646 81.51 646 90.74 644.98 94.99 644.91 105.67 643.07 132.55 638.37 145.16 637.24 145.86 637.05 150.57 637.01 154.6 637.01 155.26 637.15 159.84 637.97 166.38 638.94 175.44 640.35 186.92 643.64 192.82 643.93 196.92 644.03 227.98 647.82 230.82 645.72 231.36 645.75 231.82 645.77 232.19 645.78 232.44 645.8 232.95 645.82 233.17 645.82 238.47 645.73 238.89 645.75 239.3 645.76 243.11 645.68 243.59 645.69 245.26 645.74 245.57 645.75 245.85 645.76 246.07 645.76 246.24 645.77 246.42 645.77 246.61 645.78 246.8 645.78 249.08 645.73 249.32 645.74 249.51 645.74 250.27 645.76 250.47 645.76 267.04 645.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 94.99 .037 186.92 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 94.99 186.92 949.81 1045.88 929.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32079.78 INPUT Description: Station Elevation Data num= 68 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 .19 644 1.19 643.99 86.58 643.29 89.78 643.27 253.01 642.08 253.51 642.07 262.59 642 367.7 640.59 418.46 641.23 599.19 641.24 620.74 639.84 645.99 637.11 664.91 633.03 667.91 632.59 668.94 632.21 674.01 632.4 683.4 632.07 684.13 632.34 685.07 632.41 701.12 633.43 705.12 635.55 708.87 637.65 716.82 638.54 766.24 640.66 773.02 640.86 773.51 641.15 777.26 641.25 788.43 641.49 790.11 641.51 791.47 641.53 792.56 641.54 796.04 641.59 801.1 641.65 801.7 641.66 806.05 641.71 806.55 641.72 810.77 641.76 811.24 641.77 815.24 641.81 815.69 641.82 819.45 641.86 823.22 641.89 823.48 641.9 827.38 641.93 827.53 641.93 831.77 641.96 831.83 641.96 835.82 642 1145.16 642 1224.55 643.24 1230.84 643.28 1236.05 643.3 1237.59 643.3 1241.26 643.32 1242.65 643.34 1244.08 643.34 1245.19 643.35 1247.01 643.36 1259.45 643.46 1260.27 643.47 1263.52 643.49 1296.32 643.85 1300.18 643.9 1304.18 643.96 1304.28 643.96 1308.33 644 1309.28 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 599.19 .037 773.51 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 599.19 716.82 51.71 33.93 86.3 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32045.85 INPUT Description: upstream Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 839.15 17.79 53.49 1.35 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 32020 INPUT Description: Stuart Distance from Upstream XS = .01 Deck/Roadway Width = 48.9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 839.15 639.5 1000 640.156 Upstream Bridge Cross Section Data Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Coeff Contr. Expan. 641.74 839.15 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 806.73 639.5 1000 640.156 Downstream Bridge Cross Section Data Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Coeff Contr. Expan. 641.74 806.73 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 7 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 48.9 .013 .013 0 .5 1 Number of Barrels = 3 Upstream Elevation = 630.85 Centerline Stations Sta. Sta. Sta. 729.75 737.73 746.93 Downstream Elevation = 630.83 Centerline Stations Sta. Sta. Sta. 737.26 745.95 754.61 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31992.36 INPUT Description: downstream Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 806.73 634.26 711.16 512.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31281.2 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 6.52 640 147.16 638 439.4 638 500.56 637.48 507.17 637.44 508.82 637.42 513.68 637.39 515.38 637.37 518.91 637.35 547.09 637.14 550.95 637.1 643.19 636.52 654.44 636.52 655.83 636.51 659.05 636.51 659.7 636.5 661.1 636.5 686.99 636.53 687.83 636.54 690.27 636.54 692.11 636.55 692.83 636.55 705.15 636.66 706.1 636.65 776.23 636.74 777.73 636.74 780.88 636.72 782.51 636.72 786.14 636.7 851.06 636 953.39 636 954.44 635.04 994.43 634.93 1030.69 636.07 1112.51 636 1120.75 634.43 1138.42 632.11 1142.13 632.09 1142.48 631.43 1178.26 631.4 1189.56 631.44 1198.96 630.86 1202.73 630.05 1205.18 629.69 1206.6 629.24 1207.8 629.05 1209.96 628.78 1211.18 628.84 1211.91 629.54 1225.45 631.59 1230.56 634.73 1234.5 635.22 1239.6 636 1252.06 637.24 1253.88 637.38 1255.14 637.48 1255.35 637.5 1259.33 637.87 1259.93 637.92 1261.48 638 1299.91 638 1325.2 639.02 1330.21 639.25 1333.33 639.34 1336.67 639.5 1338.17 639.58 1339.8 639.63 1340.07 639.64 1341.33 639.68 1342.39 639.71 1342.62 639.73 1344.52 639.81 1347.5 639.97 1348.13 640 1371.45 641.44 1380.32 642 1451.67 642 1456.6 640.94 1461.04 640 1462.4 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1112.51 .042 1239.6 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1112.51 1239.6 1036.43 890.18 940.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30391.02 INPUT Description: Station Elevation Data num= 118 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 641.9 3.99 641.82 4.38 641.81 4.74 641.8 8.98 641.71 9.58 641.7 29.86 641.24 33.32 641.17 44.36 640.93 49.87 640.8 54.72 640.7 59.74 640.58 81.8 640 83.56 640 85.42 639.87 87.33 639.72 98.62 639.71 99.46 639.7 112.28 639.43 188.13 638.46 239.87 638 249.84 638 307.41 637.33 308.93 637.31 312.88 637.27 314.7 637.24 384.48 636.49 386.13 636.49 387.37 636.48 387.79 636.48 391.35 636.44 392 636.44 392.99 636.43 394.13 636.43 406.5 636.33 407.36 636.32 408.04 636.31 409.31 636.31 409.85 636.3 410.37 636.3 411.42 636.28 411.8 636.28 487.71 636 611.43 636 634.25 635.87 636.2 635.89 636.31 635.89 639.57 635.87 639.75 635.87 639.99 635.86 640.3 635.85 645.44 635.78 645.98 635.76 646.66 635.75 652.93 635.63 654.13 635.6 665.52 635.36 667.69 635.33 672.03 635.23 675.38 635.17 679.73 635.08 682.58 635.05 684.06 635.02 685.28 634.99 688.11 634.96 689.29 634.93 690.55 634.89 692.91 634.89 694.37 634.85 695.71 634.81 697.59 634.81 699.01 634.82 700.1 634.78 701.3 634.79 719.28 634.41 720.82 634.41 769.35 634 873.91 634 982.69 632.27 985.44 632.19 985.84 632.19 990.92 632 1038.93 632 1063.92 633.53 1073.14 634 1216.26 634 1217.61 634.21 1241.47 633.51 1257.87 630.72 1274.99 630.41 1292.35 630.3 1294.13 630.23 1296.12 630.66 1300.4 630.61 1304.03 630.53 1308.56 630.93 1327.65 629.93 1390.06 626.22 1400.95 628.3 1430.48 629.59 1467.15 630.92 1481.48 635.38 1499.96 636.05 1503.46 636.61 1505.06 636.72 1507.09 636.87 1510.08 637.07 1514 637.37 1515.65 637.49 1522.18 638 1524.11 638.13 1525.06 638.19 1547.99 639.71 1548.12 639.72 1550.26 639.87 1552.25 640 1582.54 641.73 1584.84 641.87 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1241.47 .042 1481.48 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1241.47 1481.48 232.82 51.93 52 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1241.47 633.51 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30339.09 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 96 96.25 97 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 30315 INPUT Description: Sherman Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 95 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Upstream Bridge Cross Section Data Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F Downstream Deck/Roadway Coordinates num= 11 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 631 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 120 636 631. .5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30242.84 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50. .8 760 1090 630.5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 389 389 289 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29853.37 INPUT Description: Xsection 48040 from C21COOP Aug '83 Station Elevation Data num= 79 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 632 193.83 632 288.81 630.69 289.04 630.69 292.89 630.59 297.18 630.5 301.07 630.41 301.29 630.41 304.92 630.33 322.63 630 458.4 630 459.76 629.98 459.82 629.98 462.91 629.92 463.1 629.92 592.38 628 667.03 628 668.03 627.98 668.09 627.98 668.47 627.97 673.76 627.86 674.94 627.83 701.75 627.25 706.68 627.16 718.09 626.92 720.79 626.87 728.38 626.71 730.1 626.67 758.05 626.08 761.5 626 774.52 624.35 777.36 621 814.24 621 821.31 624.92 830.43 626 831.62 626.27 835.56 627.15 839.33 628 849.24 629.62 851.79 630 862.13 630.38 873.01 630.71 875.88 630.78 877.6 630.79 880.48 630.86 882.97 630.93 884.8 630.92 886.92 630.98 890.3 631.06 890.89 631.07 892.62 631.06 893.24 631.08 903.06 631.02 966.44 632 1007.92 632 1043.76 633.23 1047.98 633.38 1068.15 634 1069.92 634.07 1070.05 634.07 1077.14 634.32 1081.99 634.47 1082.62 634.48 1083.43 634.51 1084.7 634.55 1088.29 634.65 1092.42 634.78 1096.28 634.91 1097.62 634.96 1098.63 634.99 1100.04 635.04 1100.93 635.07 1102.23 635.11 1103.13 635.15 1105.65 635.23 1106.37 635.25 1111.16 635.4 1112.09 635.44 1113.45 635.48 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 758.05 .042 830.43 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 758.05 830.43 836.61 616.07 554.61 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29237.29 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 627.39 1.43 627.37 2.02 627.37 6.2 627.31 7.02 627.31 141.22 626.44 151.41 626.34 152.93 626.33 170.36 626.16 183.64 626.08 183.69 626.08 185.3 626.06 187 626.04 189.09 626.03 191.7 626.01 192.42 626 242.13 626 346.64 624.8 347.76 624.79 348.25 624.78 395.43 624.47 458.21 624 520.39 622.72 568.76 624.38 614.22 625 657.49 625 668.94 621.78 678.37 617.84 689.67 617.16 691.06 616.99 691.85 616.75 692.79 616.39 694.88 615.76 698.76 615.14 703.33 615.73 706.09 615.92 708.48 616.19 709.48 616.82 710.61 616.98 711.67 617.24 712.72 617.28 723.89 621.88 738.2 625.65 760.17 626.77 770.93 626.78 812.87 627.39 840.1 628 846.92 628 847.84 628.03 847.91 628.03 858.48 628.35 859.24 628.37 864.59 628.53 865.79 628.55 871 628.72 872.73 628.74 879.66 628.86 887.8 629.09 892.76 629.22 894.05 629.24 905.62 629.47 935.43 630 966.78 630 984.26 630.7 1010.81 631.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 657.49 .047 738.2 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 657.49 738.2 825.52 1013.62 1026.54 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28223.67 INPUT Description: Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 5.4 626 33.62 625.5 34.37 625.5 35.34 625.49 38.36 625.45 39.68 625.45 46.33 625.39 49.39 625.37 52.56 625.31 54.28 625.3 65.89 625.21 67.71 625.19 75.41 625.13 95.23 624.84 165.7 624 188.37 624 194.83 623.73 196.01 623.7 214.77 622.94 218.67 622.79 224.01 622.61 225.87 622.59 227.72 622.53 230.41 622.46 249.32 622.5 249.81 622.52 250.22 622.54 250.55 622.55 251.14 622.57 252.49 622.59 252.81 622.6 253.21 622.6 253.85 622.61 255.59 622.67 256.78 622.68 260.89 622.7 263.26 622.79 268.28 622.83 270.33 622.85 273.17 622.94 274.9 622.95 277.34 623.04 283.22 623.22 306.66 623.38 308.39 623.42 312.24 623.46 313.58 623.49 314.39 623.5 319.52 623.61 320.14 623.62 323.01 623.63 323.96 623.65 324.56 623.66 325.22 623.68 325.86 623.69 326.43 623.7 330.28 623.78 330.8 623.79 331.3 623.79 331.76 623.8 332.15 623.8 332.46 623.81 332.9 623.81 362.42 623.69 363.07 623.68 366.33 623.66 367 623.66 368.54 623.64 372.86 623.6 454.81 622.5 459.08 622.45 491.55 622.02 491.6 622.02 493.15 622 641.84 622 664.37 621.83 721.63 621.6 740.77 621.62 741.67 621.61 745.45 621.61 750.66 621.57 753.8 621.56 754.75 621.56 798.14 620.71 841.69 619.53 859.29 619.58 876.23 619.39 878.87 619.37 908.83 620.13 1010.27 619.86 1023.81 619.34 1048.19 612.24 1050.82 611.45 1058.82 611.7 1061.19 612.21 1089.42 617.47 1103.28 622.56 1128.23 624.35 1134.84 624.59 1141.55 624.71 1175.17 624.75 1193.47 625.23 1207.18 626.84 1223.47 627.09 1259.16 627.3 1283.51 627.55 1292.41 628.16 1338.51 628.52 1340.39 629.02 1342.73 629.09 1344.92 629.12 1345.47 629.13 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1010.27 .047 1103.28 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1010.27 1103.28 61.31 53.4 65.86 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28170.27 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1204.34 1340.8 8.84 53.02 2.81 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 28145 INPUT Description: E. Windsor Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 52 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1204.34 620.9 1345.83 623.29 Upstream Bridge Cross Section Data Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Coeff Contr. Expan. 1204.34 1340.8 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1225.54 620.9 1368.75 623.29 Downstream Bridge Cross Section Data Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Coeff Contr. Expan. 1225.54 1368.75 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 52 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 611.84 Centerline Stations Sta. Sta. Sta. Sta. 1270.91 1279.83 1288.82 1297.79 Downstream Elevation = 611.67 Centerline Stations Sta. Sta. Sta. Sta. 1281.87 1290.8 1299.64 1308.64 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28117.26 INPUT Description: Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1225.54 1368.75 732.49 895.77 1050.69 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 27221.49 INPUT Description: Station Elevation Data num= 106 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 619.67 56.57 618.63 57.74 618.63 60.82 618.6 62.1 618.59 64.8 618.56 66.11 618.56 67.43 618.55 93.84 618.24 98.01 618.18 100.37 618.17 100.75 618.17 103.67 618.13 103.89 618.13 106.77 618.09 110.56 618.1 112.66 618.06 112.79 618.06 115.56 618.02 116.56 618 382.79 618 385.51 617.96 537.28 616.11 538.65 616.09 546.52 616 546.88 616 551.17 615.92 554.15 615.87 554.97 615.86 556.85 615.2 604.95 614.31 706.2 613.98 716.78 612.27 724.44 610.59 727.13 608.32 729.14 606.81 731.16 606.35 739.27 606.49 744.99 606.23 749.38 606.61 750.05 606.9 753 609.41 757.05 611.99 765.94 614.11 782.76 615.85 784.67 616.21 788.64 616.25 792.64 616.26 808.15 616.05 835.5 618.73 870.04 620.73 912.11 621.01 913.56 621.1 914.68 621.09 916.64 621.09 918.83 621.17 920.15 621.17 921.64 621.16 923.37 621.22 925.64 621.22 927.18 621.27 930.05 621.27 931.8 621.31 933.17 621.32 935.55 621.36 937.04 621.37 939.96 621.42 941.47 621.43 944.7 621.46 946.17 621.48 947.58 621.49 950.84 621.5 957.42 621.5 959.84 621.49 964.82 621.49 965.61 621.5 971.79 621.52 972.43 621.53 975.48 621.54 976.11 621.55 980.09 621.57 980.79 621.58 982.74 621.59 983.43 621.6 984.02 621.61 986.66 621.62 987.11 621.63 987.51 621.63 987.96 621.64 991.29 621.64 991.87 621.65 995.7 621.64 996.41 621.66 1000.52 621.63 1001.38 621.65 1005.57 621.61 1006.59 621.63 1007.5 621.65 1011.82 621.58 1012.71 621.6 1013.34 621.61 1014.27 621.63 1014.8 621.64 1019.45 621.56 1021.03 621.58 1069.64 621.81 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 556.85 .058 782.76 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 556.85 782.76 920.48 1029.82 923.33 .2 .4 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26191.66 INPUT Description: Station Elevation Data num= 54 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 3.73 618 4.77 617.99 21.73 617.8 23.79 617.77 87.45 617.04 93.5 616.98 96.46 616.94 104.99 616.86 107.08 616.83 143.05 616.48 144.15 616.46 191.44 616 375.99 616 670.72 614.28 680.03 614.15 688.23 613.91 692.7 609.4 711.46 608.58 722.83 605.94 731.95 601.23 733.71 600.62 747.47 600.6 748.29 601.19 757.1 603.07 774.33 606.33 819.41 606.64 873.56 607.62 892.28 611.03 896.46 611.32 913.91 611.55 930.55 611.54 967.13 615.11 970.97 614 994.15 614 1036.92 615.19 1038.88 615.22 1043.75 615.37 1048.05 615.49 1049.51 615.52 1053.41 615.64 1054.83 615.67 1059.56 615.81 1061.53 615.85 1066.38 616 1078.09 616.87 1094.39 618 1122.58 620 1124.44 620.08 1170.79 621.96 1171.07 621.97 1171.23 621.98 1171.8 622 1171.86 622 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 692.7 .058 892.28 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 711.46 892.28 65.29 50.62 57.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26141.04 INPUT Description: Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 730.53 888.54 3.51 43.93 1.56 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 26118 INPUT Description: Nottingham Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 43 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 730.53 611.19 888.54 610.23 1050.72 612.376 Upstream Bridge Cross Section Data Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Coeff Contr. Expan. 730.53 888.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 752.54 611.19 912.83 610.23 1019.87 611.19 Downstream Bridge Cross Section Data Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Coeff Contr. Expan. 755.01 912.83 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 43 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 601.26 Centerline Stations Sta. Sta. Sta. Sta. 797.5 806.23 814.41 823.41 Downstream Elevation = 601.09 Centerline Stations Sta. Sta. Sta. Sta. 820.34 829.03 837.71 846.44 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26097.11 INPUT Description: Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 755.01 912.83 1217.18 1242.13 1039.66 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24854.98 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 608 216.64 608 229.54 607.95 233.32 608 245.42 608 251.13 607.79 251.91 607.76 253.04 607.7 254.87 607.59 258.17 607.4 265.86 606.94 273.41 606.51 281.68 606 362.28 606 363.45 606.06 413.51 605.73 423.63 604.21 433.43 600.84 453.63 600.08 470.1 597.23 474.09 595.74 475.94 593.39 478.07 593.18 479.43 591.98 486.41 592.19 489.31 592.61 490.16 593.07 492.21 594.44 494.34 596.1 495.96 598.33 510.16 600.79 538.31 601.31 541.23 601.43 556.59 602 562.59 602 567.91 602.42 569.98 602.53 574.66 602.87 587.79 603.58 589.98 603.72 595.22 604 598.12 604.46 600.81 605 603.53 605.49 605.76 606 612.67 607.49 615.16 608 620.67 609.59 622.27 610 626.5 610.26 630.58 610.52 632.32 610.6 636.3 610.83 640.12 611.06 642.71 611.14 645.68 611.3 651.52 611.47 653.24 611.56 656.67 611.66 659.03 611.76 662.6 611.86 662.9 611.87 663.25 611.88 667.29 611.97 668.47 612 671.71 612.24 672.16 612.29 675.39 612.53 676.02 612.59 677.96 612.75 678.52 612.8 678.91 612.84 680.24 612.96 680.85 613 681.99 613.12 682.45 613.13 683.56 613.25 684.41 613.23 685.42 613.34 686.96 613.29 687.87 613.38 690.17 613.29 691.02 613.36 691.65 613.42 694.42 613.33 695.08 613.38 696.21 613.44 696.81 613.47 699.64 613.41 700.43 613.44 702.56 613.4 728.27 613.92 728.47 613.93 730.27 614 733.25 614.22 736.78 614.46 738.36 614.59 742.81 614.89 746 615.18 749.07 615.39 754.21 615.92 754.39 615.94 754.97 616 761.36 617 764.95 617.57 767.76 618 771.26 618.47 774.37 618.88 776.08 619.08 782.39 620 782.79 620.02 788.62 620.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 453.63 .047 510.16 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 453.63 510.16 453.38 708.43 636.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24146.55 INPUT Description: Upstream Burning Tree Ln Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 463.88 536.84 16.61 46.9 82.04 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 24130 INPUT Description: Burning Tree Ln Distance from Upstream XS = 16 Deck/Roadway Width = 28 Weir Coefficient = 2.9 Upstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 715 606.35 Upstream Bridge Cross Section Data Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Coeff Contr. Expan. 463.88 536.84 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F Downstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 730 606.35 Downstream Bridge Cross Section Data Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Coeff Contr. Expan. 480.32 567.79 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9.5 35 FHWA Chart # 10- 90 degree headwall; Chamfered or beveled inlet FHWA Scale # 1 - Inlet edges chamfered 3/4 inch Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 16 28 .013 .047 0 .5 1 Number of Barrels = 2 Upstream Elevation = 591.5 Centerline Stations Sta. Sta. 482.5 518.5 Downstream Elevation = 590.67 Centerline Stations Sta. Sta. 505 541 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24099.6 INPUT Description: Added cross section for Burning Tree Bridge Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 480.32 567.79 33.22 93.8 164.08 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24005.85 INPUT Description: Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 606 10.72 606 21.44 605.86 32.16 605.65 42.88 605.45 53.6 605.27 64.32 605.08 75.04 604.9 85.76 604.69 96.48 604.48 107.2 604.27 117.92 604.08 128.65 604 139.37 603.92 150.09 603.83 160.81 603.64 171.53 603.41 182.25 603.18 192.97 602.95 203.69 602.72 214.41 602.48 225.13 602.25 235.85 602.05 246.57 602 257.29 602 268.01 602 278.73 602 289.45 602 300.17 602 310.89 602 321.61 602 332.33 602 343.05 602 353.77 602 364.49 602 375.22 601.96 385.94 601.86 396.66 601.75 407.38 601.63 422.16 600.97 454.03 600.43 484.98 601.28 513.19 601.11 533.68 596.59 550.39 592.21 588.05 591.72 589.3 591.25 590.21 590.88 590.98 590.33 593.96 590.32 598.23 590.76 599.77 590.87 602.4 591.36 606.18 591.64 617.78 596.92 629.7 601.59 648.18 602.7 690.63 604.51 693.99 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 513.19 .047 629.7 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 513.19 629.7 7100.31 1115.97 1016.31 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22889.88 INPUT Description: Station Elevation Data num= 46 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.2 2.21 601.17 4.83 601.15 10.7 601.07 11.98 601.05 15.31 601.02 16.02 601.01 25.22 600.94 29.52 600.9 32.23 600.88 222.36 601.52 243.83 600.54 262.35 600.08 262.78 597.09 277.38 596.71 286.04 594 292.46 593.45 310.53 589.5 320.44 588.34 326.3 586.7 340.59 585.88 348.48 585.44 353.15 586.76 357.44 590.12 370.97 594.29 384.74 597.61 429.4 598.34 450.71 598.82 490.91 600.89 648.62 602 670.87 602 696.26 602.54 700.65 602.56 703.17 602.58 731.65 602.62 732.34 602.62 734.56 602.6 735.94 602.6 738.21 602.61 739.75 602.59 742.43 602.6 744.1 602.59 745.68 602.57 756.48 602.57 758.34 602.56 771.29 602.61 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 277.38 .05 384.74 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 277.38 384.74 55.89 47.2 63.68 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22842.67 INPUT Description: upstream Old North Rd Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.63 8.15 49.11 1.36 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 22817 INPUT Description: Old North rd. Distance from Upstream XS = .01 Deck/Roadway Width = 49 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Upstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.63 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Downstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.62 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 49 .013 .013 0 .5 1 Number of Barrels = 6 Upstream Elevation = 585.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 270.05 280.8 291.5 302.09 312.79 323.42 Downstream Elevation = 584.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 271.06 281.77 292.61 303.22 313.99 324.82 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22793.56 INPUT Description: down Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.62 326.46 299.67 310.92 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22493.9 INPUT Description: Xsection 42020 from C21COOP Aug '83 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 400 596.5 440 584.9 457 585.4 492 594.7 500 595.4 600 599.1 700 600.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 400 .05 492 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 492 990.15 899.6 792.96 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 21594.3 INPUT Description: Station Elevation Data num= 84 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 1.14 600 3.09 599.93 3.45 599.92 9.79 599.69 11.32 599.62 17.55 599.38 19.62 599.29 24.38 599.1 26.34 599.01 29.5 598.89 31.37 598.8 33.51 598.72 35.7 598.61 37.18 598.55 40.09 598.41 41.05 598.37 45.24 598.16 48.29 598 64.96 597.28 69.62 597.07 75.5 596.82 93.84 596 147.94 594.36 149.65 594.3 159.53 594 210.57 592.53 212.13 592.48 214.07 591.82 255.41 589.44 286.72 592.21 311.65 591.07 332.58 587.23 341.07 585.6 352.12 585.83 382.14 582.73 385.85 582.76 387.29 582.22 388.3 581.95 389.04 581.04 392.63 581.03 395.62 581.44 396.07 582 396.39 582.26 397.2 582.58 402.94 583.47 437.98 589.72 471.11 590.27 504.22 591.23 522.56 593.83 523.39 594.32 524.15 594.37 525.26 594.45 535.56 595.16 538.49 595.34 543.32 595.66 547.23 595.85 547.63 595.87 547.87 595.89 548.03 595.9 550.72 596 571.01 596 575.09 595.85 575.47 595.85 577 595.83 577.45 595.82 577.82 595.81 584.39 595.59 585.1 595.57 586.15 595.55 587.6 595.5 589.56 595.44 592.18 595.35 602.02 594.99 618.76 594.31 625.86 594 717.17 594 785.9 595.54 808.03 595.98 809.13 596 869.69 597.43 889.43 597.86 896.58 598 901.58 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 311.65 .05 437.98 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 311.65 437.98 1077.2 1053.87 692.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 20540.43 INPUT Description: Station Elevation Data num= 151 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 597.81 12.05 597.52 13.61 597.49 16.47 597.42 18.59 597.36 20.41 597.33 25.46 597.2 28.25 597.12 30.37 597.09 42.84 596.79 45.02 596.75 52.16 596.66 55.87 596.59 58.05 596.57 59.05 596.55 59.62 596.54 59.95 596.53 60.2 596.53 62.18 596.52 64.74 596.46 66.69 596.46 68.2 596.42 69.67 596.4 71.85 596.39 73.17 596.37 75.74 596.37 76.88 596.35 77.8 596.34 80.83 596.34 81.55 596.33 88.8 596.33 89.41 596.32 96.01 596.32 96.58 596.31 98.4 596.31 99.36 596.32 99.92 596.32 100.49 596.31 103.23 596.27 103.84 596.27 150.98 596 186.64 596 213.74 595.55 261.65 594.88 286.4 594.46 289.37 593.89 342.47 592.69 393.33 591.15 409.36 588.2 415.47 584.82 420.42 584.16 425.98 582.44 456.55 582.68 461.42 577.89 462.51 576.71 467.64 576.93 472.18 577.26 472.99 577.87 474.2 579.13 477.43 581.9 505.38 583.56 521.5 585.29 538.7 586.98 574.13 588.07 574.69 588.74 577.53 588.86 585.98 589.19 587.83 589.25 593.92 589.49 595.87 589.55 598.02 589.63 602.01 589.76 602.88 589.79 604.45 589.83 606.51 589.87 606.93 589.88 609.69 589.93 613.01 590 613.67 590.03 613.77 590.04 618.43 590.27 622.45 590.48 624.14 590.56 627.44 590.73 632.47 590.97 634.04 591.05 637.31 591.2 638.45 591.27 642.03 591.44 650.41 592 650.61 592 651.68 592.07 654.31 592.27 654.6 592.27 670.11 592 713.67 592 722.57 591.16 725.75 590.82 729.28 590.49 733.1 590.09 733.39 590.06 734.05 590 790.49 590 804.24 590.81 806.94 590.96 812.04 591.27 817.33 591.52 819.5 591.65 827.9 592 959.16 592 967.65 592.15 1016.85 592.76 1018.06 592.76 1019.5 592.77 1020.98 592.77 1022.72 592.78 1024.75 592.8 1034.37 592.84 1037.71 592.86 1039.7 592.86 1044.36 592.88 1048.89 592.89 1065.2 592.87 1066.24 592.87 1066.67 592.88 1068.01 592.88 1146.3 593.82 1146.62 593.82 1149.12 593.87 1149.37 593.88 1154.26 594 1155.38 594 1192.06 596 1264.67 596 1270.54 596.2 1293.96 596.96 1297 597.05 1299.75 597.11 1302.18 597.18 1305.38 597.24 1308.2 597.32 1309.01 597.35 1319.01 597.53 1319.74 597.56 1326.48 597.68 1331.88 597.82 1337.39 597.9 1337.73 597.91 1342.77 597.98 1343.7 598 1370.15 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 393.33 .05 574.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 393.33 574.13 1174.67 1400.41 1266.92 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19140.02 INPUT Description: Station Elevation Data num= 223 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.79 624 86.03 623.6 87.58 623.42 89.93 623.13 90.88 623.01 91.76 622.91 92.38 622.86 93.35 622.77 97.02 622.37 97.73 622.31 100.63 622 102.85 621.69 105.99 621.27 108.59 620.91 109.88 620.74 110.42 620.66 110.71 620.62 114.29 620.11 114.35 620.1 114.43 620.09 114.53 620.08 115.07 620 118.06 619.54 120.16 619.21 122.95 618.78 124.28 618.57 128.03 618 128.23 617.97 128.29 617.95 128.41 617.92 131.17 617.37 132.12 617.17 134.97 616.39 135.24 616.33 135.45 616.27 135.65 616.21 136.42 616 141.23 614.46 142.71 614 144.66 613.4 148.55 612.24 149.31 612 152.97 610.94 153.66 610.75 154.02 610.65 154.37 610.55 156.48 610 158.56 609.55 161.09 608.99 163.51 608.49 165.93 608 167.34 607.72 168.14 607.58 170.46 607.14 173.47 606.54 174.31 606.37 175.94 606 178.55 605.4 180.3 604.94 181.99 604.5 183.83 604 185.31 603.55 187.18 603 188.96 602.46 190.62 602 193.88 601.14 195.72 600.66 196.4 600.48 198.02 600 203.9 598.67 206.89 598 208.49 597.58 215.13 596 215.19 595.98 217.18 595.41 221.97 594 223.03 593.73 224.1 593.46 229.78 592 233.06 591.27 234.6 590.94 237.6 590.29 238.9 590 242.33 589.3 244.59 588.82 248.62 588 250.54 587.7 251.9 587.47 253.42 587.22 257.67 586.53 258.45 586.39 260.65 586 260.72 586 262.5 585.92 263.85 585.87 264.15 585.86 267.33 585.74 267.9 585.73 268.52 585.73 269.25 585.72 275.19 585.52 279.38 585.46 280.76 585.45 288.2 585.24 316.27 584.57 318.42 584.55 320.06 584.52 321.92 584.52 338.66 584.38 339.13 584.16 386.4 584.04 478.63 584.03 525.35 583.85 532.94 580.3 538.62 579.94 546.27 575.05 548.59 573.64 562.57 574 564.18 575.14 567.95 578.31 572.71 578.61 581.08 583.75 605.85 582.96 618.22 580.07 640.17 583.78 677.6 584.57 777.06 589.45 777.73 590.05 780.36 590.11 780.81 590.11 789.22 590.29 854.33 591.14 855.36 591.15 858.24 591.15 861.3 591.16 862.88 591.16 864.37 591.17 867.7 591.18 872.3 591.18 875.76 591.2 877.03 591.2 880.52 591.21 884.51 591.21 885.44 591.22 886.86 591.22 888.68 591.23 891.89 591.23 895.99 591.25 898.93 591.24 900.79 591.25 921.97 591.27 923.91 591.28 928.57 591.27 929.87 591.27 931.59 591.28 932.8 591.27 934.23 591.28 948.99 591.2 950.5 591.19 951.76 591.19 958.86 591.1 960.56 591.07 962.53 591.04 963.88 591.03 966.05 591 968.31 590.96 970.55 590.93 972.81 590.89 976.18 590.87 981.05 590.85 982.34 590.85 984.43 590.81 990.86 590.81 995.91 590.84 997.67 590.81 998.98 590.82 1002.49 590.86 1004.22 590.83 1006 590.86 1007.71 590.88 1009.26 590.91 1010.55 590.93 1012.2 590.91 1013.23 590.93 1015.05 590.95 1017.79 590.95 1019.48 590.97 1021.99 590.95 1023.35 590.98 1024.81 590.96 1026.14 590.95 1027.24 590.92 1028.18 590.95 1029.12 590.93 1029.93 590.9 1053.64 590.69 1151.96 592 1220.16 592 1222.85 592.05 1223.18 592.05 1223.52 592.06 1226.58 592.12 1227.04 592.12 1236.17 592.29 1241.06 592.39 1253.17 592.62 1254.18 592.63 1254.96 592.64 1329.61 594 1389.69 594 1494.22 595.57 1498.95 595.65 1502.08 595.69 1506.58 595.76 1508.34 595.79 1509.86 595.81 1511.1 595.83 1512.06 595.84 1522.92 596 1558.95 596 1612.08 596.33 1683.1 596.63 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 525.35 .05 581.08 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 525.35 581.08 75.05 61.53 118.11 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19078.49 INPUT Description: Upstream Mingo Rd Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 618.05 22.03 35.58 17.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 19058 INPUT Description: Mingo rd. Distance from Upstream XS = .01 Deck/Roadway Width = 35.57 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Upstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 618.05 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Downstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 617.3 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 2 Culvert Name Shape Rise Span Culvert #1 Box 4 5 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.56 .013 .013 0 .5 1 Upstream Elevation = 578.02 Centerline Station = 568.81 Downstream Elevation = 577.12 Centerline Station = 575.81 Culvert Name Shape Rise Span Culvert #2 Box 7 9 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.57 .013 .013 0 .5 1 Number of Barrels = 2 Upstream Elevation = 575.02 Centerline Stations Sta. Sta. 577.81 590.19 Downstream Elevation = 574.12 Centerline Stations Sta. Sta. 584.92 597.09 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19042.91 INPUT Description: DS Mingo Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 617.3 56.78 45.71 30.61 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18997.21 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 29.55 30.06 27.88 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 18975 INPUT Description: Mingo RR Distance from Upstream XS = .01 Deck/Roadway Width = 15 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Upstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Downstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 6 Pier Data Pier Station Upstream= 631.73 Downstream= 631.73 Upstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Downstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Pier Data Pier Station Upstream= 644.36 Downstream= 644.36 Upstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Downstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Pier Data Pier Station Upstream= 657.1 Downstream= 657.1 Upstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Pier Data Pier Station Upstream= 670.41 Downstream= 670.41 Upstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Pier Data Pier Station Upstream= 682.79 Downstream= 682.79 Upstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Downstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Pier Data Pier Station Upstream= 694.98 Downstream= 694.98 Upstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Downstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18967.14 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 64.74 370.18 603.82 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18596.96 INPUT Description: Station Elevation Data num= 73 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 623.94 10.43 623.23 20.87 621.41 31.3 618.34 52.17 611.2 73.03 604.36 83.47 600.31 93.9 596.62 104.33 593.55 114.76 591.19 125.2 589.2 135.63 587.67 146.06 586.88 156.5 586.43 166.93 586.09 177.36 585.98 187.8 585.7 208.66 584.85 219.1 584.46 229.53 584.11 239.96 584.45 250.4 585.17 260.83 585.36 271.26 586.29 281.7 586.29 296.61 588.57 308.31 588.65 320.02 588.46 331.73 586.34 343.44 585.02 355.15 584.2 366.86 583.88 378.57 583.75 390.27 583.71 407.28 583.45 417.32 583.14 437.4 582.6 447.44 582.35 453.91 581.56 546.77 579.67 564.06 571.11 566.15 569.81 568.8 569.05 573.67 568.25 578.28 569.17 582.85 569.8 586.88 570.3 587.63 571.53 593.53 576.39 621.41 579.51 743.22 581.33 839.09 581.29 935.93 581.8 948.11 582.44 960.94 582.75 973.77 583.12 986.6 583.6 999.43 584.49 1012.26 585.88 1025.08 587.43 1037.91 587.96 1050.74 588.12 1102.06 588.44 1166.21 588.64 1191.87 588.69 1217.53 588.8 1279.04 589.15 1291.8 589.25 1368.4 590.04 1381.16 590.14 1393.93 590.27 1406.69 590.37 1472.29 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 546.77 .078 621.41 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 546.77 621.41 19.72 73.31 220.7 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18523.65 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 10.49 623.89 73.42 624 104.89 624.3 272.72 623.66 293.69 622.5 355.01 621.76 457.5 620.25 545.7 578.84 568.63 571.93 571.16 571.07 581.09 569.87 585.48 570.67 596.08 569.71 600.92 570.48 601.62 571.93 608.82 574.27 670.58 614.17 722.19 612.07 829.98 606.55 881.59 603.48 935.14 600.58 991.75 597.69 1008.47 596.46 1015.96 594 1046.28 594 1052.89 593.85 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 457.5 .078 670.58 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 457.5 670.58 141.26 289.13 253.85 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18234.52 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .48 50 622.46 60 620.21 70 616.46 80 608.77 90 600.7 100 596.25 110 593.16 120 590.46 130 588.59 140 587.88 150 587.48 154.71 585.77 167.75 588 181.11 588.13 199.51 587.52 221.34 583.91 236.69 584.08 265.39 594.71 270.57 594.75 295.93 585.08 327.56 584.5 346.57 581.35 349.89 581.16 372.18 582.97 406.34 583.82 444.9 583.5 498.08 584.19 553.06 584.01 615.76 582.4 651.27 581.19 665.97 577.07 677.85 574.86 728.82 574.49 773.24 573.88 821.81 574 858.66 574.41 878.05 574.58 883.12 573.38 884.26 571.9 885.36 570.97 885.94 570.55 902.98 570.63 920.21 570.88 921.01 571.18 923.3 572.39 925.27 574.86 933.62 575.23 952.67 579.33 972.22 581.18 980.9 580.82 991.01 581.18 1001.13 581.68 1011.24 582.56 1021.35 583.77 1028.24 585.63 1038.34 589.03 1048.44 591.2 1058.55 591.87 1068.65 591.98 1088.85 592 1100.31 591.81 1101.1 591.83 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 878.05 .078 952.67 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 878.05 952.67 999.26 491.49 234.57 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17743.03 INPUT Description: Upstream US Hwy 377 Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 647.54 852.94 201.26 230.1 336.42 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 17633 INPUT Description: US Hwy 377 Distance from Upstream XS = .01 Deck/Roadway Width = 213 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Upstream Bridge Cross Section Data Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Coeff Contr. Expan. 647.54 852.94 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Downstream Bridge Cross Section Data Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 586 144.77 586 151.06 585.9 153.24 585.88 282.79 584.11 286.71 584.07 295.11 584 302.42 583.84 302.78 583.83 305.58 583.76 308.14 583.71 311.2 583.63 317.96 583.47 319.83 583.41 324.55 583.31 326.76 583.23 331.03 583.14 333.05 583.07 338.93 582.95 340.52 582.9 342.34 582.87 343.67 582.83 344.91 582.8 347.02 582.77 349.85 582.75 351 582.72 352.19 582.71 353.51 582.69 355.31 582.65 356.06 582.64 358.57 582.58 362.01 582.49 362.91 582.47 363.49 582.46 367.75 582.35 368.8 582.33 373.84 582.21 374.15 582.2 375.14 582.19 375.39 582.19 380.35 582.07 380.54 582.07 383.72 582 386.1 581.96 391.24 581.91 395.3 581.89 395.54 581.88 398.61 581.88 400.77 581.87 401.09 581.85 402.82 581.83 403.33 581.8 405.25 581.74 407.62 581.68 408.69 581.62 411.37 581.53 413.87 581.46 416.01 581.39 417.92 581.3 419.66 581.24 420.93 581.21 421.8 581.18 422.65 581.17 424.98 581.05 427.94 581 430.01 580.9 431.98 580.86 433.22 580.8 433.97 580.75 434.55 580.71 436.26 580.6 437.72 580.57 441.1 580.31 441.84 580.29 445.46 580 445.93 579.93 446.86 579.8 447.24 579.72 447.53 579.66 451.54 579.06 451.78 579.02 452 578.99 452.53 578.94 453.92 578.8 455.55 578.62 458.53 578.32 459.08 578.28 459.46 578.25 461.85 578 463.4 577.87 463.65 577.83 467.14 577.51 468.03 577.37 469.96 577.19 471.62 576.96 473.74 576.79 475.99 576.5 476.71 576.43 479.32 576.11 479.5 576.09 480.22 576 481.75 575.84 483.65 575.66 484.06 575.62 485.34 575.53 486.43 575.5 486.97 575.47 488.22 575.48 488.81 575.47 490.54 575.51 491.16 575.52 493.63 575.58 494.25 575.59 497.1 575.66 497.64 575.67 500.26 575.71 500.73 575.71 502.59 575.7 503.04 575.69 503.72 564.82 625 564.82 625.85 575.09 626.15 575.14 626.56 575.24 628.48 575.16 629.34 575.29 630.7 575.24 631.89 575.38 632.9 575.36 642.16 575.98 642.28 576 646.34 576.63 648.01 576.78 650.66 577.15 653.69 577.36 654.93 577.51 659.74 578 661.99 578 662.78 578.07 662.86 578.06 663 578.06 663.1 578.05 663.16 578.05 665.03 578.2 665.33 578.19 665.62 578.19 682.04 578.32 722.37 578.51 723.55 578.49 725.52 578.48 728.87 578.36 729.65 578.35 730.59 578.35 733.84 578.23 734.45 578.23 737.75 578.12 738.01 578.11 741.37 578.01 741.63 578 859.84 578 861.53 578.06 861.66 578.06 861.77 578.07 867.33 578.27 867.67 578.28 875.17 578.55 880.26 578.71 880.95 578.74 883.72 578.82 884.22 578.83 885.58 578.89 908.01 579.85 909.04 579.89 911.54 580 921.88 581.41 926.12 582 926.79 582.09 927.91 582.25 935.67 583.32 940.51 584 982.52 584 982.81 584.02 982.95 584.04 992.95 584.92 1001.8 586 1006.24 586.93 1011.41 588 1014.92 588.96 1018.75 590 1019.42 590.19 1025.71 592 1027.05 592.42 1036.67 595.48 1038.33 596 1040.99 596.73 1045.56 598 1047.42 598.51 1052.95 600 1058.67 601.26 1062.09 602 1074.16 604 1078.2 604.28 1079.14 604.33 1084.78 604.71 1086.65 604.8 1093.34 605.18 1095.54 605.3 1097.71 605.37 1099.6 605.47 1101.02 605.54 1101.41 605.55 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 497.1 .078 631.89 .11 Bank Sta: Left Right Coeff Contr. Expan. 497.1 631.89 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 503.72 580.4 F 625 1101.41 580.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 10 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 213 .013 .013 0 .5 1 Number of Barrels = 10 Upstream Elevation = 567.46 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 688.76 701.15 713.48 726.01 738.35 750.85 763.2 775.42 787.99 800.68 Downstream Elevation = 564.82 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 508.72 520.94 532.98 545.31 557.46 570.25 582.52 594.96 607.38 620 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17512.92 INPUT Description: DS Hwy 377 Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 586 144.77 586 151.06 585.9 153.24 585.88 282.79 584.11 286.71 584.07 295.11 584 302.42 583.84 302.78 583.83 305.58 583.76 308.14 583.71 311.2 583.63 317.96 583.47 319.83 583.41 324.55 583.31 326.76 583.23 331.03 583.14 333.05 583.07 338.93 582.95 340.52 582.9 342.34 582.87 343.67 582.83 344.91 582.8 347.02 582.77 349.85 582.75 351 582.72 352.19 582.71 353.51 582.69 355.31 582.65 356.06 582.64 358.57 582.58 362.01 582.49 362.91 582.47 363.49 582.46 367.75 582.35 368.8 582.33 373.84 582.21 374.15 582.2 375.14 582.19 375.39 582.19 380.35 582.07 380.54 582.07 383.72 582 386.1 581.96 391.24 581.91 395.3 581.89 395.54 581.88 398.61 581.88 400.77 581.87 401.09 581.85 402.82 581.83 403.33 581.8 405.25 581.74 407.62 581.68 408.69 581.62 411.37 581.53 413.87 581.46 416.01 581.39 417.92 581.3 419.66 581.24 420.93 581.21 421.8 581.18 422.65 581.17 424.98 581.05 427.94 581 430.01 580.9 431.98 580.86 433.22 580.8 433.97 580.75 434.55 580.71 436.26 580.6 437.72 580.57 441.1 580.31 441.84 580.29 445.46 580 445.93 579.93 446.86 579.8 447.24 579.72 447.53 579.66 451.54 579.06 451.78 579.02 452 578.99 452.53 578.94 453.92 578.8 455.55 578.62 458.53 578.32 459.08 578.28 459.46 578.25 461.85 578 463.4 577.87 463.65 577.83 467.14 577.51 468.03 577.37 469.96 577.19 471.62 576.96 473.74 576.79 475.99 576.5 476.71 576.43 479.32 576.11 479.5 576.09 480.22 576 481.75 575.84 483.65 575.66 484.06 575.62 485.34 575.53 486.43 575.5 486.97 575.47 488.22 575.48 488.81 575.47 490.54 575.51 491.16 575.52 493.63 575.58 494.25 575.59 497.1 575.66 497.64 575.67 500.26 575.71 500.73 575.71 502.59 575.7 503.04 575.69 503.72 564.82 625 564.82 625.85 575.09 626.15 575.14 626.56 575.24 628.48 575.16 629.34 575.29 630.7 575.24 631.89 575.38 632.9 575.36 642.16 575.98 642.28 576 646.34 576.63 648.01 576.78 650.66 577.15 653.69 577.36 654.93 577.51 659.74 578 661.99 578 662.78 578.07 662.86 578.06 663 578.06 663.1 578.05 663.16 578.05 665.03 578.2 665.33 578.19 665.62 578.19 682.04 578.32 722.37 578.51 723.55 578.49 725.52 578.48 728.87 578.36 729.65 578.35 730.59 578.35 733.84 578.23 734.45 578.23 737.75 578.12 738.01 578.11 741.37 578.01 741.63 578 859.84 578 861.53 578.06 861.66 578.06 861.77 578.07 867.33 578.27 867.67 578.28 875.17 578.55 880.26 578.71 880.95 578.74 883.72 578.82 884.22 578.83 885.58 578.89 908.01 579.85 909.04 579.89 911.54 580 921.88 581.41 926.12 582 926.79 582.09 927.91 582.25 935.67 583.32 940.51 584 982.52 584 982.81 584.02 982.95 584.04 992.95 584.92 1001.8 586 1006.24 586.93 1011.41 588 1014.92 588.96 1018.75 590 1019.42 590.19 1025.71 592 1027.05 592.42 1036.67 595.48 1038.33 596 1040.99 596.73 1045.56 598 1047.42 598.51 1052.95 600 1058.67 601.26 1062.09 602 1074.16 604 1078.2 604.28 1079.14 604.33 1084.78 604.71 1086.65 604.8 1093.34 605.18 1095.54 605.3 1097.71 605.37 1099.6 605.47 1101.02 605.54 1101.41 605.55 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 497.1 .078 631.89 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 497.1 631.89 291.58 326.21 373.43 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 503.72 580.4 F 625 1101.41 580.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17186.71 INPUT Description: Station Elevation Data num= 172 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 586 21.48 586 28.01 585.87 31.54 585.81 31.87 585.8 34.66 585.75 36.87 585.7 37.64 585.69 40.05 585.64 41.16 585.63 44.59 585.56 45.9 585.54 50.66 585.45 76.75 585.08 78.34 585.06 80.93 585.04 82.27 585.02 83.7 585.01 85.52 584.98 88.14 584.96 96.06 584.85 98.3 584.83 101.38 584.78 104.08 584.73 107.72 584.69 109.06 584.67 110.02 584.66 112.09 584.63 112.58 584.62 114.34 584.6 115.44 584.58 117.02 584.57 118.3 584.55 120.53 584.54 132.01 584.46 133.25 584.44 134.79 584.43 136.89 584.42 143.53 584.37 144.59 584.35 158.09 584.24 178.1 584 179.01 584 179.75 583.99 187.51 583.83 187.67 583.83 191.35 583.76 191.61 583.76 195.07 583.69 195.51 583.68 196.13 583.67 199.45 583.61 200.4 583.6 201.56 583.58 204.75 583.52 206.23 583.5 209.13 583.45 210.76 583.43 213.37 583.38 214.84 583.36 237.2 582.97 239.64 582.92 244.1 582.84 255.33 582.63 257.73 582.58 265.59 582.44 267.32 582.4 268.98 582.38 270.13 582.35 271.46 582.34 272.06 582.32 272.46 582.32 274.06 582.3 274.55 582.29 277.14 582.25 281.32 582.2 281.86 582.19 287.05 582.12 287.45 582.11 292.67 582.04 292.81 582.04 296.11 582 392.36 582.84 431.8 579.32 483.13 578.27 533.44 575.86 549.43 574.34 558.52 568.27 561.86 566.09 562.48 565.53 565.03 564.83 569.56 564.43 576.06 564.39 581.71 565.24 582.31 565.99 583.49 566.69 588.35 569.86 591.26 573.28 617.6 574.67 649.59 577.23 688.21 577.18 693.46 578 859.39 578 937.84 577.03 938.52 576.98 940.09 577.04 940.97 576.98 944.21 576.81 945.14 576.81 947.77 576.69 958.37 576.26 958.77 576.25 962.49 576.13 962.78 576.12 962.94 576.11 963.04 576.11 963.28 576.1 965.83 576.04 966.01 576.04 967.45 576 979.58 576 981.12 576. .61 578 1063.67 578.15 1065.22 578.23 1100.9 580 1138.01 582 1144.55 583.15 1148.91 584 1155.24 585.5 1157.3 586 1164.13 587.38 1167.32 588 1176.51 590 1181.08 591.26 1183.89 592 1189.43 593.64 1190.7 594 1196.22 595.36 1198.87 596 1202.48 596.76 1206.79 597.64 1207.78 597.85 1208.53 598 1212.44 598.35 1215.53 598.62 1218.39 598.78 1220.81 598.98 1222.32 599.1 1223.43 599.2 1227.98 599.35 1229.06 599.43 1231.04 599.58 1235.73 599.65 1236.54 599.69 1237.19 599.73 1241.17 599.74 1242.06 599.79 1245.25 599.77 1245.5 599.78 1250.32 599.83 1253.41 599.8 1253.83 599.8 1256.15 599.78 1257.85 599.76 1258.32 599.75 1259.7 599.73 1260.17 599.73 1261.48 599.69 1261.94 599.69 1292.99 599.64 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 549.43 .078 617.6 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 549.43 617.6 961.03 1473.09 1112.07 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 15713.63 INPUT Description: Station Elevation Data num= 186 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.65 2.02 583.62 3.1 583.61 5.39 583.58 8.51 583.53 10.04 583.51 13.94 583.45 15.91 583.43 20.19 583.36 22.74 583.33 66.9 582.66 100.52 582.11 100.97 582.1 107.28 582 165.64 580 185.84 580 204.22 579.29 206.42 579.25 208.17 579.23 209.52 579.21 210.57 579.2 212.69 579.16 213.8 579.15 215.39 579.12 217.68 579.09 220.47 579.06 222.87 579.02 225.86 578.99 238.27 578.72 242.83 578.68 245.52 578.6 247.01 578.59 249.1 578.53 249.99 578.52 251.82 578.47 252.44 578.47 254.66 578.41 257.85 578.33 258.37 578.33 262.17 578.23 266.04 578.14 266.36 578.13 269.46 578.05 271.12 578 275.25 577.89 278.73 577.79 279.2 577.79 283.05 577.69 286.59 577.58 287.38 577.58 291.98 577.54 305.17 577.29 314.13 577.09 318.66 576.98 321.39 576.93 324.64 576.85 328.61 576.76 330.22 576.72 332.65 576.68 362.83 576 367.08 576 367.88 575.96 368.14 575.96 371.46 575.81 372 575.8 376.26 575.62 425.67 574 430.1 574 431.78 573.88 433.85 573.75 438.49 573.49 439.66 573.48 445.86 573.17 447.35 573.17 449.81 573.06 451.8 572.96 453.28 572.96 454.99 572.89 456.35 572.82 457.62 572.83 458.78 572.78 483.66 572 523.75 572 582.67 573.73 584.4 573.74 585.1 573.73 598.34 573.73 601.87 573.72 604.96 573.72 607.53 573.71 608.28 573.71 610.29 573.7 610.92 573.7 620.76 573.66 625.72 573.66 628.73 573.65 665.71 574 732.32 574 758.75 572.47 760.49 572.53 761.18 572.56 768.48 572.32 768.74 572.33 769.03 572.35 769.45 572.38 769.99 572.41 770.56 572.44 771.06 572.47 771.47 572.5 771.82 572.51 781.68 572.33 781.88 572.34 782.32 572.35 783.2 572.36 795.09 572.51 801.9 571.26 828.07 570.88 834.11 567.77 837.38 564.88 838.37 563.66 838.83 562.32 839.34 561.21 843.33 561.08 849.1 560.67 853.85 560.27 855.98 560.07 857.17 562.15 860.22 564.02 866.35 566.22 871.97 570.56 877.9 572.87 923.4 573.53 972.37 574.53 981.65 574.86 1029.64 575.73 1034.67 575.83 1038.97 575.9 1044.29 576 1055.13 576 1152.09 577.91 1155.4 578 1156.72 578 1189.82 578.88 1194.43 578.99 1201.16 579.18 1209.92 579.4 1213.5 579.5 1218.97 579.64 1220.78 579.69 1221.79 579.72 1227.87 579.87 1228.37 579.88 1233.64 580 1238.26 580 1255.05 580.51 1263.97 580.69 1264.9 580.72 1267.67 580.78 1270.84 580.84 1272 580.88 1275.19 580.95 1276.67 580.99 1278.62 581.05 1281.39 581.11 1287.16 581.29 1291.42 581.41 1293.23 581.47 1298.36 581.62 1304.4 581.81 1304.99 581.83 1310.61 582 1336.97 583.07 1363.4 583.82 1365.2 583.88 1369.75 584 1373.65 584 1387.33 584.17 1387.71 584.18 1397.5 584.28 1398.16 584.29 1406.37 584.38 1407.6 584.4 1411.09 584.44 1514.17 586 1517.15 586 1577.52 586.71 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 795.09 .078 877.9 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 795.09 877.9 754.23 1115.27 1121.24 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14598.35 INPUT Description: Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 582.75 36.12 582.11 41.86 582 45.39 581.87 46.04 581.85 98.53 580 99.58 579.95 125.27 578.68 130.59 578.43 139.03 578 141.18 577.88 142.12 577.82 171.36 576.16 171.6 576.15 174.31 576 180.63 575.82 182.94 575.74 192.59 575.46 196.86 575.31 203.54 575.11 208.45 574.95 212.81 574.82 220.46 574.57 228.1 574.34 229.86 574.28 238.24 574.04 238.46 574.04 239.8 574 240.71 574 248.68 573.8 249.43 573.78 259.09 573.55 261.05 573.51 311.48 572.32 320.87 572.11 325.09 572 326.04 572 349.37 571.6 355.68 571.51 364.67 571.35 401.11 570.81 405.3 570.78 406.12 570.77 410.22 570.75 411.12 570.74 469.99 570.61 470.72 570.62 474.31 570.62 477.94 570.63 478.69 570.64 481.93 570.66 484.45 570.68 486.09 570.7 518.43 570 696.5 570 698.21 569.21 756.58 565 766.29 564.96 780.15 565.9 790.89 564.5 807.5 565.39 816.94 564.34 841.51 564.14 845.59 560.35 848.52 558.17 848.95 556.45 852.23 556.47 855.17 556.46 861.09 556.94 862.34 558.01 865.44 559.86 875.88 564.18 883.77 567 893.38 569.88 895.83 578.49 905.82 578.21 912.91 582.18 979.48 586.12 1055.43 590.01 1060.74 589.84 1061.73 589.89 1064.21 590 1068.31 590 1081.72 590.23 1101.27 590 1162.89 590 1178.81 589.34 1179.27 589.32 1186.36 589.03 1188.07 588.97 1191.65 588.82 1196.46 588.64 1198.23 588.57 1210.44 588.12 1213.54 588 1218.25 588 1267.38 586.48 1274.63 586.27 1275.48 586.25 1282.57 586.03 1283.64 586 1301.27 585.57 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 780.15 .078 883.77 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 780.15 883.77 581.4 662.29 645.98 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13936.06 INPUT Description: Station Elevation Data num= 163 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 579.44 .61 579.42 4.65 579.39 5.96 579.35 7.11 579.32 8.31 579.28 12.66 579.23 14.2 579.19 18.18 579.12 20.42 579.06 23.46 579.01 26.2 578.93 28.1 578.9 30.83 578.82 31.9 578.8 34.04 578.74 34.63 578.73 35 578.72 42.25 578.49 46.82 578.33 47.05 578.32 47.45 578.31 54.09 578.08 54.27 578.08 54.48 578.07 56.48 578 61.5 577.8 62.14 577.79 67.82 577.57 69.37 577.53 71.67 577.46 76.45 577.29 80.88 577.17 84.47 577.04 92 576.83 103.14 576.47 104.5 576.44 112.87 576.21 113.29 576.2 120.87 576 128.69 576 141.78 575.53 143.56 575.48 164.98 574.99 168.23 574.92 172.52 574.81 193.61 574 207.89 574 230.77 573.23 263.99 572.19 276.4 571.84 276.67 571.83 283.38 571.63 284.05 571.62 289.88 571.45 290.96 571.43 298.48 571.2 300.04 571.18 301.68 571.13 304.98 571.11 323.81 570.64 341.19 570.52 351.77 570.4 352.75 570.38 370 570 414.31 570 423.08 569.9 423.32 569.9 423.64 569.89 424.47 569.89 424.89 569.88 426.02 569.88 426.5 569.87 440.58 569.75 564.13 568 599.89 568 601.61 568.38 666.78 568.33 696.63 567.87 715.19 566.84 738.02 561 758.68 561.06 762.17 559.9 763.62 557.27 766.51 556.15 770.96 555.91 774.81 555.05 775.46 555.22 778.98 555.65 781.57 556.36 783.48 556.76 784.64 557.14 786.41 558.3 789.36 560.6 791.1 563.6 792.47 563.58 792.54 563.58 792.6 563.57 792.73 563.57 796.51 563.53 796.84 563.53 799.99 563.51 800.27 563.52 800.75 563.55 802.64 563.53 804.92 563.58 806.79 563.65 807.4 563.69 810.89 563.82 811.25 563.84 812.92 563.9 813.94 564 818.19 564.81 822.78 565.86 823.2 565.95 823.39 566 828.83 566.94 834.5 568 836.2 568.26 847.34 570 847.54 570 850.47 570.07 851.08 570.09 897.75 571.19 902.2 571.29 910.36 571.49 913.6 571.56 932.54 572 934.38 572.08 939.39 572.27 940.62 572.31 948.62 572.61 950.92 572.67 962.36 573.03 964 573.06 966.02 573.11 967.87 573.15 976.42 573.22 978.17 573.23 979.46 573.24 981.19 573.27 982.65 573.26 1011.68 573.82 1015.98 574 1021.86 574.42 1028.84 574.95 1037.68 575.6 1042.46 576 1055.51 576.77 1077.58 578 1139.39 580 1143.02 580.09 1144.13 580.12 1170.33 580.76 1194.51 581.3 1197.82 581.37 1207.68 581.54 1209.35 581.56 1217.42 581.75 1218.33 581.76 1220.78 581.82 1226.18 582 1256.91 582 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 738.02 .078 791.1 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 738.02 791.1 34.04 24.11 82.7 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13911.95 INPUT Description: Upstream N Mayhill Rd Station Elevation Data num= 87 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 46.85 578 51.62 577.62 55.05 577.39 56.35 577.29 57.38 577.22 75.45 576.02 75.54 576.02 75.63 576.01 75.79 576 157.97 576 172.69 575.44 173.75 575.38 178.79 575.33 180.09 575.26 183.1 575.22 184.34 575.14 185.21 575.09 187.44 575.06 188.76 575.03 189.15 575.01 194.02 574.93 194.17 574.92 197.59 574.85 197.68 574.85 198.4 574.84 202.9 574.73 203.52 574.71 206.88 574.63 210.96 574.51 211.69 574.48 216.09 574.31 221.07 574.1 221.32 574.09 223.17 574 227.31 573.9 227.85 573.88 233.81 573.73 235.43 573.68 240.3 573.56 270.57 572.41 272.77 572.33 280.71 572 288.36 572 314.44 571.33 315.97 571.31 322.9 571.27 324.61 571.25 326.18 571.24 328.56 571.2 329.82 571.19 332.6 571.15 385.83 570 409.46 570 411.35 569.97 418.73 569.82 419.18 569.82 424.92 569.71 428.68 569.63 429.62 569.62 432.49 569.56 433.67 569.54 436.62 569.47 439.9 569.38 441.37 569.37 444.54 569.28 446.85 569.21 448.09 569.17 449.52 569.17 450.06 569.16 450.19 569.15 522.09 569.32 627.06 568.89 682.1 569.16 760.42 556.44 790.01 556.44 845.95 570.06 900.28 570.34 953.3 570.95 1006.88 572.71 1061.84 574.75 1063.77 574.53 1102.05 576 1105.18 576 1105.63 576. .41 578.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 682.1 .078 845.95 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 682.1 845.95 46.86 39.78 1 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 755.42 567.6 F 790.44 1174.41 567.6 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 13891 INPUT Description: N. Mayhill Rd. Distance from Upstream XS = .01 Deck/Roadway Width = 39 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 569.359 682.1 569.16 845.95 570.06 1000 569.637 Upstream Bridge Cross Section Data Station Elevation Data num= 87 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 46.85 578 51.62 577.62 55.05 577.39 56.35 577.29 57.38 577.22 75.45 576.02 75.54 576.02 75.63 576.01 75.79 576 157.97 576 172.69 575.44 173.75 575.38 178.79 575.33 180.09 575.26 183.1 575.22 184.34 575.14 185.21 575.09 187.44 575.06 188.76 575.03 189.15 575.01 194.02 574.93 194.17 574.92 197.59 574.85 197.68 574.85 198.4 574.84 202.9 574.73 203.52 574.71 206.88 574.63 210.96 574.51 211.69 574.48 216.09 574.31 221.07 574.1 221.32 574.09 223.17 574 227.31 573.9 227.85 573.88 233.81 573.73 235.43 573.68 240.3 573.56 270.57 572.41 272.77 572.33 280.71 572 288.36 572 314.44 571.33 315.97 571.31 322.9 571.27 324.61 571.25 326.18 571.24 328.56 571.2 329.82 571.19 332.6 571.15 385.83 570 409.46 570 411.35 569.97 418.73 569.82 419.18 569.82 424.92 569.71 428.68 569.63 429.62 569.62 432.49 569.56 433.67 569.54 436.62 569.47 439.9 569.38 441.37 569.37 444.54 569.28 446.85 569.21 448.09 569.17 449.52 569.17 450.06 569.16 450.19 569.15 522.09 569.32 627.06 568.89 682.1 569.16 760.42 556.44 790.01 556.44 845.95 570.06 900.28 570.34 953.3 570.95 1006.88 572.71 1061.84 574.75 1063.77 574.53 1102.05 576 1105.18 576 1105.63 576.02 1154 578 1174.41 578.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 682.1 .078 845.95 .11 Bank Sta: Left Right Coeff Contr. Expan. 682.1 845.95 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 755.42 567.6 F 790.44 1174.41 567.6 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 569.359 574.14 569.16 738.58 570.06 1000 569.637 Downstream Bridge Cross Section Data Station Elevation Data num= 91 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 62.73 578 63.04 577.96 67.45 577.44 70.02 577.13 73.24 576.76 77.28 576.28 79.82 576 80.24 576 88.35 575.69 97.7 575.36 100.14 575.23 103.14 575.13 104.78 575.07 105.64 575.04 108.48 574.88 108.92 574.86 111.85 574.7 112.25 574.68 115.71 574.49 121.52 574.15 121.74 574.14 124.16 574 136.47 573.57 140.88 573.41 148.71 573.15 151.48 573.07 153.3 573.04 195.65 572 200.63 572 202.7 571.89 204.42 571.81 225.43 570.76 235.18 570.33 237.34 570.23 238.37 570.18 242.94 570 262.24 570 269 569.9 269.17 569.89 269.65 569.89 269.95 569.88 274.62 569.83 275.08 569.82 275.54 569.82 275.96 569.81 276.3 569.8 276.62 569.8 277.03 569.79 282.9 569.71 283.78 569.69 288.89 569.61 289.9 569.59 290.64 569.58 295.3 569.51 295.92 569.49 296.6 569.48 300.37 569.42 301.4 569.4 326.28 569.04 329.89 568.98 332.7 568.95 337.29 568.88 339.32 568.86 340.73 568.84 342.9 568.82 343.98 568.8 346.29 568.79 347.4 568.77 348.68 568.73 350.89 568.74 353.14 568.67 353.67 568.66 355.42 568.67 355.66 568.67 355.72 568.66 414.13 569.32 519.1 568.89 574.14 569.16 662.11 556.43 691.73 556.43 738.58 570.06 792.91 570.34 845.93 570.95 899.51 572.71 954.47 574.75 969.4 575.12 992.38 576 994.96 576 1043.96 578 1065.64 579.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 574.14 .078 738.58 .11 Bank Sta: Left Right Coeff Contr. Expan. 574.14 738.58 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 657.1 567.6 F 696.73 1065.64 567.8 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 10 10 FHWA Chart # 1 - Concrete Pipe Culvert FHWA Scale # 1 - Square edge entrance with headwall Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 39 .021 .021 0 .5 1 Number of Barrels = 3 Upstream Elevation = 556.44 Centerline Stations Sta. Sta. Sta. 760.42 774.67 785.44 Downstream Elevation = 556.43 Centerline Stations Sta. Sta. Sta. 662.1 676.38 691.73 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13872.17 INPUT Description: DS Mayhill Rd Station Elevation Data num= 91 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 62.73 578 63.04 577.96 67.45 577.44 70.02 577.13 73.24 576.76 77.28 576.28 79.82 576 80.24 576 88.35 575.69 97.7 575.36 100.14 575.23 103.14 575.13 104.78 575.07 105.64 575.04 108.48 574.88 108.92 574.86 111.85 574.7 112.25 574.68 115.71 574.49 121.52 574.15 121.74 574.14 124.16 574 136.47 573.57 140.88 573.41 148.71 573.15 151.48 573.07 153.3 573.04 195.65 572 200.63 572 202.7 571.89 204.42 571.81 225.43 570.76 235.18 570.33 237.34 570.23 238.37 570.18 242.94 570 262.24 570 269 569.9 269.17 569.89 269.65 569.89 269.95 569.88 274.62 569.83 275.08 569.82 275.54 569.82 275.96 569.81 276.3 569.8 276.62 569.8 277.03 569.79 282.9 569.71 283.78 569.69 288.89 569.61 289.9 569.59 290.64 569.58 295.3 569.51 295.92 569.49 296.6 569.48 300.37 569.42 301.4 569.4 326.28 569.04 329.89 568.98 332.7 568.95 337.29 568.88 339.32 568.86 340.73 568.84 342.9 568.82 343.98 568.8 346.29 568.79 347.4 568.77 348.68 568.73 350.89 568.74 353.14 568.67 353.67 568.66 355.42 568.67 355.66 568.67 355.72 568.66 414.13 569.32 519.1 568.89 574.14 569.16 662.11 556.43 691.73 556.43 738.58 570.06 792.91 570.34 845.93 570.95 899.51 572.71 954.47 574.75 969.4 575.12 992.38 576 994.96 576 1043.96 578 1065.64 579.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 574.14 .078 738.58 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 574.14 738.58 655.71 713.87 629.77 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 657.1 567.6 F 696.73 1065.64 567.8 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13158.3 INPUT Description: Xsection 32050 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 530 567.6 630 566.1 642 565.9 730 565.1 830 565.6 886 567. 918 553.7 924 552.2 930 553.6 935 556.8 952 566.2 1030 565.2 1130 566.8 1230 567.5 1330 569.8 1430 572.5 1810 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 886 .078 952 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 886 952 778.91 815.51 422.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 12342.79 INPUT Description: Xsection 31250 from C21COOP Aug '83 Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 780 566.9 880 565.9 980 564.3 1000 563.1 1080 562.7 1180 562. 1240 549. .8 1280 560.9 1380 562.8 1480 563.9 1680 564.6 1780 565.4 1880 567.6 1980 570. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1221 .078 1262 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1221 1262 1471.95 1099.03 910.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 11243.77 INPUT Description: Xsection 30150 from C21COOP Aug '83 Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 571.9 1100 568.5 1200 565.9 1300 562.6 1400 560.5 1500 558.3 1600 558. .7 1644 547.9 1647 548.6 1651 556.4 1667 560. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1500 .078 1667 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1635 1667 1387.56 2076.79 1677.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 9166.97 INPUT Description: Xsection 28200 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 575 500 572.3 600 570.7 700 567.8 900 558.3 1000 554.8 1192 554.9 1215 542.1 1221 541.9 1226 542.2 1242 554.3 1300 555.5 1400 555.3 1500 555.3 1600 554.4 1700 554. .9 2000 568.4 2450 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1192 .078 1242 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1192 1242 1245.47 1764.5 757.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 7402.47 INPUT Description: Xsection 26500 from C21COOPR Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 560 842 550.4 865 537.6 871 537.4 876 537.7 892 549. 2500 575 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 842 .078 892 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 842 892 859.36 1252.08 1109.89 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 6150.39 INPUT Description: Xsection 25500 from C21COOP Aug '83 Station Elevation Data num= 248 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 566.92 1.33 566.88 4.22 566.81 6.88 566.74 9.76 566.67 15.48 566.51 16.48 566.49 20.75 566.37 21.35 566.36 21.67 566.35 26.64 566.21 27.07 566.2 32.75 566.05 32.91 566.04 34.49 566 37.8 565.88 37.86 565.88 41.97 565.73 42.07 565.73 42.28 565.72 46.06 565.59 46.71 565.58 50.08 565.46 51.51 565.43 54.47 565.34 56.89 565.26 59.26 565.22 61.64 565.16 64.13 565.09 67.09 565.04 72.38 564.91 75.44 564.86 77.39 564.82 80.25 564.78 81.48 564.75 84.13 564.71 84.85 564.69 87.34 564.66 87.78 564.65 90.34 564.61 90.7 564.61 91.21 564.59 94.15 564.55 94.98 564.53 98.59 564.48 99.76 564.46 103.83 564.4 105.04 564.37 109.2 564.32 110.21 564.3 118.41 564.19 119 564.18 123.98 564.11 124.29 564.11 130.45 564.02 130.55 564.02 132.24 564 136.74 563.88 142.34 563.72 143.12 563.7 155.01 563.33 155.98 563.31 158.98 563.21 160.04 563.19 162.84 563.1 164.06 563.09 166.39 563.01 167.86 563 169.67 562.94 173.52 562.9 175.17 562.84 177.5 562.81 182.94 562.7 184.62 562.65 187.82 562.58 191.53 562.49 193.04 562.44 197.25 562.34 198.34 562.31 199.14 562.29 203.79 562.2 204.14 562.19 204.33 562.18 209.68 562.1 209.74 562.1 216.52 562 217.18 562 227.15 561.92 233.61 561.89 233.79 561.88 236.83 561.86 237.1 561.85 240.53 561.8 241.01 561.78 241.7 561.76 245.88 561.67 247 561.64 248.17 561.6 253.16 561.46 254.4 561.42 255.65 561.39 264.18 561.12 266.36 561.07 269.11 560.98 272.83 560.9 274.94 560.83 276.7 560.78 278.29 560.73 283.44 560.64 283.97 560.62 284.59 560.62 288.27 560.63 307.62 560.47 308.57 560.46 310.28 560.43 311.17 560.41 314.07 560.37 316.66 560.34 317.25 560.33 317.67 560.32 317.97 560.32 320.95 560.29 321.38 560.29 324.73 560.27 324.96 560.27 325.28 560.26 328.93 560.25 345 560 357.75 560 358.44 559.98 358.85 559.97 359.03 559.96 373.63 559.49 380.89 559.24 401.9 558.46 403.31 558.41 413.6 558 457.87 556 505.91 553.5 507.03 553.45 536.59 552 540.92 551.8 542.74 551.71 546.85 551.52 578.79 550 582.24 549.84 588.9 549.52 591.55 549.45 598 549.17 605 550 757 547.7 780 534.9 786 534. .1 810.71 551.17 819.32 551.13 821.42 551.13 823.45 551.12 825.24 551.12 829.43 551.1 831.29 551.11 835.35 551.11 840.06 551.13 841.82 551.14 844.86 551.15 846.37 551.16 847.53 551.16 850.62 551.18 851.52 551.18 852.29 551.19 857.14 551.21 858.06 551.21 858.81 551.22 862.77 551.25 863.59 551.26 866.92 551.28 867.87 551.29 879.18 551.36 880.35 551.36 883.87 551.38 884.94 551.37 887.2 551.37 890.31 551.38 892.92 551.36 895.43 551.37 905.39 551.49 906.53 551.49 909.31 551.54 910.34 551.53 913.46 551.58 914.3 551.58 917.54 551.62 918.18 551.62 921.32 551.66 921.84 551.66 924.62 551.69 929.28 551.77 929.66 551.77 932.55 551.82 936.55 551.9 936.73 551.9 941.16 551.99 941.51 552 945.5 552.15 945.78 552.17 948.12 552.26 949.08 552.3 949.49 552.32 950.02 552.34 950.64 552.38 951.76 552.43 957.5 552.72 958.84 552.8 960.46 552.89 963.1 553.03 964.96 553.15 966.72 553.24 968.75 553.38 969.63 553.43 971.83 553.58 972.31 553.6 974.76 553.77 975.08 553.78 977.87 553.96 977.96 553.96 978.63 554 981.08 554.16 981.38 554.18 984.55 554.38 985.28 554.45 988.13 554.64 989.39 554.77 991.64 554.94 993.58 555.14 995.09 555.27 997.92 555.56 998.68 555.63 1002.41 556 1002.46 556 1005.93 556.45 1006.87 556.59 1009.04 556.88 1010.66 557.12 1012.68 557.41 1013.7 557.56 1016.65 558 1017.17 558.12 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 757 .078 807 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 757 807 664.99 944.4 888.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 5205.99 INPUT Description: Xsection 24550 from C21COOP Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 1492 545.2 1516 532.2 1525 532.1 1531 532.3 1550 543. 2130 570 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1410 .078 1650 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1410 1650 820.95 939.05 889.56 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4266.94 INPUT Description: Xsection 23550 from C21COOP Aug '83 Station Elevation Data num= 94 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 553.7 3.1 553.53 5.24 553.4 8.26 553.21 12.66 552.96 20.87 552.42 22.69 552.31 26.57 552.06 26.8 552.04 27.52 552 27.6 552 30.14 551.83 33.42 551.62 35.55 551.48 39.6 551.22 43.23 550.98 48.53 550.64 50.7 550.49 57.13 550.09 57.42 550. .6 524 529.6 533 529.5 539 529.7 558 540.6 648 550 762.96 550 776.97 551.54 780.07 552 784.81 552.64 795.75 554 796.11 554.04 796.25 554.05 800.72 554.55 803.16 554.83 804.97 555.02 814.02 556 814.42 556.06 814.86 556.12 820.65 557.01 826.78 558 828.62 558.35 836.96 560 852.93 561.79 854.88 562 860.53 563.07 865.78 564 871.85 564.76 876.54 565.21 879.72 565.57 884.87 566 890.57 566 904.63 566.21 907.99 566.15 911.45 566.07 911.57 566.07 914.11 566 914.97 565.98 918.23 565.91 919.36 565.92 927.34 565.82 927.72 565.82 929.86 565.77 933.86 565.71 934.69 565.68 938.23 565.61 939.34 565.57 942.58 565.5 946.91 565.39 947.9 565.36 950.95 565.29 951.71 565.26 953.2 565.22 954.31 565.18 957.11 565.11 958.69 565.06 961.01 565 965.02 564.89 966.38 564.85 967.46 564.83 970.36 564.74 972.11 564.7 975.77 564.6 976.78 564.57 978.04 564.54 987.88 564.28 992.7 564.16 993.14 564.15 996.05 564.07 998.08 564.02 998.14 564.02 999.06 564 999.19 564 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 500 .078 558 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 500 558 590.19 810.66 782.02 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 3456.28 INPUT Description: Xsection 22700 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 546.9 1200 541.2 1300 540.3 1400 540.9 1442 540.3 1466 527.3 1475 527.2 1481 527.4 1500 538. .8 2300 565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1300 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1442 1500 1750.68 1843.28 1030.4 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 1613.00 INPUT Description: Xsection 20880 from C21COOPR Aug '83 Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 560 220 549.2 320 541.9 420 536.9 520 535.6 532 534.8 549 526.4 556 525.3 564 526. .2 720 537.2 820 537.2 920 542.7 1020 548.4 1210 560 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 420 .078 574 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 532 574 503.43 754.23 829.47 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 858.77 INPUT Description: Xsection 20180 from C21COOP Aug '83 --------- Upstream Bridge1 Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541.4 170 537 270 536.1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531. .8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 512 551 31.14 30.35 27.74 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 838 INPUT Description: effective Bridge 1 Distance from Upstream XS = .01 Deck/Roadway Width = 19.98 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 546 70 545 519.5 170 541.2 519.5 270 538 519.5 370 536.5 519.5 470 535.5 519.5 512 535.29 519.5 512 535.29 534.8 551 535.095 534.8 551 535.095 519.5 570 535 519.5 626 536.9 519.5 658 537.5 519.5 670 537.5 519.5 770 537.2 519.5 870 538.1 519.5 970 539.7 519.5 1340 550 519.5 Upstream Bridge Cross Section Data Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541. .1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531.6 570 533 583 535.8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Coeff Contr. Expan. 512 551 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F Downstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord .5 495 541.2 519.5 595 538 519.5 673 536.83 519.5 673 536.83 534.8 695 536.5 534.8 720 536.25 534.8 720 536.25 519.5 795 535.5 519.5 895 535 519.5 951 536.9 519.5 983 537.5 519.5 995 537.5 519.5 1095 537.2 519.5 1195 538.1 519.5 1295 539.7 519.5 1665 550 519.5 Downstream Bridge Cross Section Data Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Coeff Contr. Expan. 673 720 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 531 Downstream= 731.5 Upstream num= 2 Width Elev Width Elev 1 521.8 1 534.8 Downstream num= 2 Width Elev Width Elev 1 519.5 1 534.8 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 828.42 INPUT Description: Xsection 21060 from C21COOP Aug '83 ------- DS Bridge 1 Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 673 720 813.89 824.14 878.34 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4.23 INPUT Description: Xsection 19000 from C21COOP Aug '83 Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 540 440 534.9 540 531.9 640 531.1 740 531.1 768 529. .7 1040 527.8 1102 526.3 1108 521.7 1113 520.6 1118 521.8 1123 526.2 1140 526.8 1240 528. . Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 740 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1040 1140 91.97 16.68 36.35 .1 .3 SUMMARY OF MANNING'S N VALUES River:Cooper Creek Reach River Sta. n1 n2 n3 Reach1 36789.82 .05 .035 .05 Reach1 36417.31 .05 .035 .05 Reach1 36076.18 .05 .035 .05 Reach1 35576.95 .05 .035 .05 Reach1 35531.24 .05 .035 .05 Reach1 35510 Culvert Reach1 35492.17 .05 .035 .05 Reach1 34816.55 .078 .037 .078 Reach1 33841.53 .078 .037 .078 Reach1 33813.63 .078 .037 .078 Reach1 33813 Inl Struct Reach1 33812.88 .078 .037 .078 Reach1 33758.79 .078 .037 .078 Reach1 33125.66 .078 .037 .078 Reach1 32079.78 .078 .037 .078 Reach1 32045.85 .078 .037 .078 Reach1 32020 Culvert Reach1 31992.36 .079 .042 .079 Reach1 31281.2 .079 .042 .079 Reach1 30391.02 .079 .042 .079 Reach1 30339.09 .079 .042 .079 Reach1 30315 Bridge Reach1 30242.84 .079 .042 .079 Reach1 29853.37 .079 .042 .079 Reach1 29237.29 .093 .047 .093 Reach1 28223.67 .093 .047 .093 Reach1 28170.27 .093 .047 .093 Reach1 28145 Culvert Reach1 28117.26 .093 .047 .093 Reach1 27221.49 .048 .058 .048 Reach1 26191.66 .048 .058 .048 Reach1 26141.04 .048 .058 .048 Reach1 26118 Culvert Reach1 26097.11 .048 .058 .048 Reach1 24854.98 .077 .047 .077 Reach1 24146.55 .077 .047 .077 Reach1 24130 Culvert Reach1 24099.6 .077 .047 .077 Reach1 24005.85 .077 .047 .077 Reach1 22889.88 .078 .05 .078 Reach1 22842.67 .078 .05 .078 Reach1 22817 Culvert Reach1 22793.56 .078 .05 .078 Reach1 22493.9 .078 .05 .078 Reach1 21594.3 .078 .05 .078 Reach1 20540.43 .078 .05 .078 Reach1 19140.02 .078 .05 .078 Reach1 19078.49 .11 .078 .11 Reach1 19058 Culvert Reach1 19042.91 .11 .078 .11 Reach1 18997.21 .11 .078 .11 Reach1 18975 Bridge Reach1 18967.14 .11 .078 .11 Reach1 18596.96 .11 .078 .11 Reach1 18523.65 .11 .078 .11 Reach1 18234.52 .11 .078 .11 Reach1 17743.03 .11 .078 .11 Reach1 17633 Culvert Reach1 17512.92 .11 .078 .11 Reach1 17186.71 .11 .078 .11 Reach1 15713.63 .11 .078 .11 Reach1 14598.35 .11 .078 .11 Reach1 13936.06 .11 .078 .11 Reach1 13911.95 .11 .078 .11 Reach1 13891 Culvert Reach1 13872.17 .11 .078 .11 Reach1 13158.3 .11 .078 .11 Reach1 12342.79 .11 .078 .11 Reach1 11243.77 .11 .078 .11 Reach1 9166.97 .11 .078 .11 Reach1 7402.47 .11 .078 .11 Reach1 6150.39 .11 .078 .11 Reach1 5205.99 .11 .078 .11 Reach1 4266.94 .11 .078 .11 Reach1 3456.28 .11 .078 .11 Reach1 1613.00 .11 .078 .11 Reach1 858.77 .11 .078 .11 Reach1 838 Bridge Reach1 828.42 .11 .078 .11 Reach1 4.23 .11 .078 .11 SUMMARY OF REACH LENGTHS River: Cooper Creek Reach River Sta. Left Channel Right Reach1 36789.82 327.56 372.5 372.69 Reach1 36417.31 325.72 341.13 342.39 Reach1 36076.18 462.47 499.23 454.37 Reach1 35576.95 45.49 45.71 45.55 Reach1 35531.24 23.83 39.07 24.96 Reach1 35510 Culvert Reach1 35492.17 676 675.62 572.78 Reach1 34816.55 850.79 909 926.86 Reach1 33841.53 67.37 27.9 24.26 Reach1 33813.63 1 1 1 Reach1 33813 Inl Struct Reach1 33812.88 18.05 54.08 64.88 Reach1 33758.79 585.22 633.14 617.74 Reach1 33125.66 949.81 1045.88 929.74 Reach1 32079.78 51.71 33.93 86.3 Reach1 32045.85 17.79 53.49 1.35 Reach1 32020 Culvert Reach1 31992.36 634.26 711.16 512.24 Reach1 31281.2 1036.43 890.18 940.88 Reach1 30391.02 232.82 51.93 52 Reach1 30339.09 96 96.25 97 Reach1 30315 Bridge Reach1 30242.84 389 389 289 Reach1 29853.37 836.61 616.07 554.61 Reach1 29237.29 825.52 1013.62 1026.54 Reach1 28223.67 61.31 53.4 65.86 Reach1 28170.27 8.84 53.02 2.81 Reach1 28145 Culvert Reach1 28117.26 732.49 895.77 1050.69 Reach1 27221.49 920.48 1029.82 923.33 Reach1 26191.66 65.29 50.62 57.88 Reach1 26141.04 3.51 43.93 1.56 Reach1 26118 Culvert Reach1 26097.11 1217.18 1242.13 1039.66 Reach1 24854.98 453.38 708.43 636.33 Reach1 24146.55 16.61 46.9 82.04 Reach1 24130 Culvert Reach1 24099.6 33.22 93.8 164.08 Reach1 24005.85 7100.31 1115.97 1016.31 Reach1 22889.88 55.89 47.2 63.68 Reach1 22842.67 8.15 49.11 1.36 Reach1 22817 Culvert Reach1 22793.56 326.46 299.67 310.92 Reach1 22493.9 990.15 899.6 792.96 Reach1 21594.3 1077.2 1053.87 692.52 Reach1 20540.43 1174.67 1400.41 1266.92 Reach1 19140.02 75.05 61.53 118.11 Reach1 19078.49 22.03 35.58 17.24 Reach1 19058 Culvert Reach1 19042.91 56.78 45.71 30.61 Reach1 18997.21 29.55 30.06 27.88 Reach1 18975 Bridge Reach1 18967.14 64.74 370.18 603.82 Reach1 18596.96 19.72 73.31 220.7 Reach1 18523.65 141.26 289.13 253.85 Reach1 18234.52 999.26 491.49 234.57 Reach1 17743.03 201.26 230.1 336.42 Reach1 17633 Culvert Reach1 17512.92 291.58 326.21 373.43 Reach1 17186.71 961.03 1473.09 1112.07 Reach1 15713.63 754.23 1115.27 1121.24 Reach1 14598.35 581.4 662.29 645.98 Reach1 13936.06 34.04 24.11 82.7 Reach1 13911.95 46.86 39.78 1 Reach1 13891 Culvert Reach1 13872.17 655.71 713.87 629.77 Reach1 13158.3 778.91 815.51 422.88 Reach1 12342.79 1471.95 1099.03 910.91 Reach1 11243.77 1387.56 2076.79 1677.52 Reach1 9166.97 1245.47 1764.5 757.91 Reach1 7402.47 859.36 1252.08 1109.89 Reach1 6150.39 664.99 944.4 888.33 Reach1 5205.99 820.95 939.05 889.56 Reach1 4266.94 590.19 810.66 782.02 Reach1 3456.28 1750.68 1843.28 1030.4 Reach1 1613.00 503.43 754.23 829.47 Reach1 858.77 31.14 30.35 27.74 Reach1 838 Bridge Reach1 828.42 813.89 824.14 878.34 Reach1 4.23 91.97 16.68 36.35 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Cooper Creek Reach River Sta. Contr. Expan. Reach1 36789.82 .1 .3 Reach1 36417.31 .1 .3 Reach1 36076.18 .1 .3 Reach1 35576.95 .3 .5 Reach1 35531.24 .3 .5 Reach1 35510 Culvert Reach1 35492.17 .3 .5 Reach1 34816.55 .3 .5 Reach1 33841.53 .3 .5 Reach1 33813.63 .3 .5 Reach1 33813 Inl Struct Reach1 33812.88 .3 .5 Reach1 33758.79 .1 .3 Reach1 33125.66 .1 .3 Reach1 32079.78 .3 .5 Reach1 32045.85 .3 .5 Reach1 32020 Culvert Reach1 31992.36 .3 .5 Reach1 31281.2 .1 .3 Reach1 30391.02 .3 .5 Reach1 30339.09 .3 .5 Reach1 30315 Bridge Reach1 30242.84 .3 .5 Reach1 29853.37 .1 .3 Reach1 29237.29 .1 .3 Reach1 28223.67 .1 .3 Reach1 28170.27 .1 .3 Reach1 28145 Culvert Reach1 28117.26 .1 .3 Reach1 27221.49 .2 .4 Reach1 26191.66 .1 .3 Reach1 26141.04 .1 .3 Reach1 26118 Culvert Reach1 26097.11 .1 .3 Reach1 24854.98 .1 .3 Reach1 24146.55 .3 .5 Reach1 24130 Culvert Reach1 24099.6 .3 .5 Reach1 24005.85 .1 .3 Reach1 22889.88 .3 .5 Reach1 22842.67 .3 .5 Reach1 22817 Culvert Reach1 22793.56 .3 .5 Reach1 22493.9 .1 .3 Reach1 21594.3 .1 .3 Reach1 20540.43 .1 .3 Reach1 19140.02 .3 .5 Reach1 19078.49 .3 .5 Reach1 19058 Culvert Reach1 19042.91 .3 .5 Reach1 18997.21 .1 .3 Reach1 18975 Bridge Reach1 18967.14 .1 .3 Reach1 18596.96 .1 .3 Reach1 18523.65 .1 .3 Reach1 18234.52 .1 .3 Reach1 17743.03 .3 .5 Reach1 17633 Culvert Reach1 17512.92 .3 .5 Reach1 17186.71 .1 .3 Reach1 15713.63 .1 .3 Reach1 14598.35 .1 .3 Reach1 13936.06 .3 .5 Reach1 13911.95 .3 .5 Reach1 13891 Culvert Reach1 13872.17 .3 .5 Reach1 13158.3 .1 .3 Reach1 12342.79 .1 .3 Reach1 11243.77 .1 .3 Reach1 9166.97 .1 .3 Reach1 7402.47 .1 .3 Reach1 6150.39 .1 .3 Reach1 5205.99 .1 .3 Reach1 4266.94 .1 .3 Reach1 3456.28 .1 .3 Reach1 1613.00 .3 .5 Reach1 858.77 .3 .5 Reach1 838 Bridge Reach1 828.42 .3 .5 Reach1 4.23 .1 .3 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/05 Duplicate Effective Summary - Floodway.pdf RAS HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 100 yr 151.00 659.67 661.94 662.26 0.010282 4.54 33.23 30.28 0.76 Reach1 36789.82 T FW100 yr 151.00 659.67 661.89 662.24 0.011809 4.79 31.55 29.50 0.82 Reach1 36417.31 100 yr 151.00 657.51 660.38 660.50 0.002565 2.82 53.49 34.60 0.40 Reach1 36417.31 FW100 yr 151.00 657.51 660.48 660.59 0.002166 2.66 56.86 35.45 0.37 Reach1 36076.18 100 yr 151.00 655.35 660.34 660.35 0.000128 0.92 165.02 61.67 0.10 Reach1 36076.18 FW100 yr 151.00 655.35 660.44 660.45 0.000115 0.88 171.20 62.23 0.09 Reach1 35576.95 100 yr 838.00 653.77 659.96 660.09 0.000776 2.92 322.28 146.86 0.26 Reach1 35576.95 FW100 yr 838.00 653.77 660.03 660.17 0.000852 3.06 282.00 99.05 0.27 Reach1 35531.24 100 yr 838.00 653.90 659.58 656.82 659.96 0.001362 4.99 168.09 134.05 0.37 Reach1 35531.24 FW100 yr 838.00 653.90 660.06 656.82 660.10 0.000240 1.58 532.00 143.03 0.14 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 100 yr 838.00 653.76 657.36 656.68 658.32 0.006216 7.87 106.53 94.92 0.73 Reach1 35492.17 FW100 yr 838.00 653.76 657.49 656.68 658.39 0.007450 7.59 110.41 29.57 0.69 Reach1 34816.55 S 100 yr 838.00 646.58 651.89 651.89 652.68 0.011817 10.28 215.10 134.65 0.82 Reach1 34816.55 S FW100 yr 838.00 646.58 652.03 652.03 652.66 0.009592 9.43 231.13 132.00 0.74 Reach1 33841.53 100 yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.25 175.39 0.12 Reach1 33841.53 FW100 yr 838.00 639.94 647.35 647.40 0.000154 1.84 721.48 165.50 0.12 Reach1 33813.63 100 yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 FW100 yr 838.00 639.96 647.35 642.24 647.38 0.000546 1.40 597.10 162.00 0.13 Reach1 33813 Inl Struct Reach1 33812.88 100 yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 FW100 yr 838.00 639.96 644.14 644.35 0.001849 3.69 226.85 71.23 0.36 Reach1 33758.79 100 yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.19 76.89 0.46 Reach1 33758.79 FW100 yr 838.00 640.00 643.95 644.21 0.002910 4.11 203.86 77.39 0.45 Reach1 33125.66 R 100 yr 838.00 637.01 642.96 643.10 0.001021 2.98 281.00 78.22 0.28 Reach1 33125.66 R FW100 yr 838.00 637.01 643.08 643.21 0.000927 2.88 291.05 79.40 0.27 Reach1 32079.78 100 yr 2922.00 632.07 640.77 641.19 0.002195 5.29 590.48 191.02 0.43 Reach1 32079.78 FW100 yr 2922.00 632.07 641.19 641.56 0.001856 4.97 597.66 124.98 0.39 HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 32045.85 100 yr 2922.00 630.85 640.91 638.01 641.00 0.000296 2.33 1459.36 540.09 0.16 Reach1 32045.85 FW100 yr 2922.00 630.85 641.32 638.01 641.39 0.000251 2.23 1338.01 217.15 0.15 Reach1 32020 Stuart Road Culvert Reach1 31992.36 100 yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.71 146.16 0.38 Reach1 31992.36 FW100 yr 2922.00 630.83 638.45 638.01 638.77 0.002231 4.50 649.54 146.03 0.38 Reach1 31281.2 Q 100 yr 2922.00 628.78 635.28 636.02 0.007289 6.93 433.89 169.96 0.65 Reach1 31281.2 Q FW100 yr 2922.00 628.78 635.41 636.11 0.006600 6.70 435.92 120.15 0.62 Reach1 30391.02 P 100 yr 2922.00 626.22 634.57 631.17 634.65 0.000530 2.33 1683.69 767.04 0.19 Reach1 30391.02 P FW100 yr 2922.00 626.22 634.55 631.17 634.65 0.000611 2.50 1275.70 428.82 0.20 Reach1 30339.09 100 yr 2922.00 624.60 634.40 630.26 634.57 0.000768 3.85 1735.83 888.48 0.24 Reach1 30339.09 FW100 yr 2922.00 624.60 634.37 630.26 634.57 0.000862 4.07 1362.34 484.19 0.26 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 100 yr 2922.00 624.60 630.58 630.38 632.67 0.013682 11.58 252.39 487.96 0.94 Reach1 30242.84 FW100 yr 2922.00 624.60 630.65 630.38 632.68 0.013052 11.41 255.98 484.04 0.92 Reach1 29853.37 O 100 yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O FW100 yr 2922.00 621.00 628.01 628.95 0.005615 7.76 377.54 73.00 0.60 Reach1 29237.29 100 yr 2922.00 615.14 624.92 625.49 0.004254 6.29 660.70 349.08 0.47 Reach1 29237.29 FW100 yr 2922.00 615.14 624.94 625.65 0.004895 6.76 432.25 77.82 0.51 Reach1 28223.67 N 100 yr 2922.00 611.45 621.16 621.60 0.003516 5.59 743.23 324.14 0.43 Reach1 28223.67 N FW100 yr 2922.00 611.45 621.35 621.74 0.003043 5.31 772.88 277.98 0.40 Reach1 28170.27 100 yr 2922.00 611.84 621.23 617.86 621.42 0.001161 3.53 1031.50 473.62 0.25 Reach1 28170.27 FW100 yr 2922.00 611.84 621.40 617.86 621.58 0.001074 3.44 993.18 318.58 0.24 Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 100 yr 2922.00 611.67 617.70 617.70 620.72 0.017714 13.94 209.63 98.06 1.00 Reach1 28117.26 FW100 yr 2922.00 611.67 617.72 617.72 620.72 0.017547 13.90 210.23 98.24 1.00 Reach1 27221.49 100 yr 2922.00 606.23 615.60 616.05 0.013511 5.34 546.87 224.68 0.60 Reach1 27221.49 FW100 yr 2922.00 606.23 615.61 616.05 0.013400 5.33 548.28 224.44 0.60 Reach1 26191.66 M 100 yr 4800.00 600.60 612.72 612.93 0.001679 3.72 1352.69 253.25 0.25 HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 26191.66 M FW100 yr 4800.00 600.60 612.91 613.11 0.001562 3.65 1368.33 230.00 0.24 Reach1 26141.04 100 yr 4800.00 601.26 612.67 609.81 612.85 0.001280 3.55 1601.33 500.70 0.23 Reach1 26141.04 FW100 yr 4800.00 601.26 612.85 609.77 613.03 0.001206 3.50 1502.21 284.00 0.22 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 100 yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.60 221.33 0.36 Reach1 26097.11 FW100 yr 4800.00 601.09 610.76 610.00 611.16 0.003661 5.08 958.28 216.31 0.37 Reach1 24854.98 L 100 yr 4800.00 591.98 604.35 605.45 0.006173 9.17 728.05 174.70 0.58 Reach1 24854.98 L FW100 yr 4800.00 591.98 604.57 605.60 0.005573 8.87 716.83 137.00 0.56 Reach1 24146.55 100 yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.78 352.12 0.33 Reach1 24146.55 FW100 yr 4800.00 590.95 602.77 596.89 603.30 0.001969 5.89 896.82 201.00 0.31 Reach1 24130 Burning Tree Lan Culvert Reach1 24099.6 100 yr 4800.00 590.74 602.19 597.34 602.69 0.001943 5.69 917.78 346.22 0.32 Reach1 24099.6 FW100 yr 4800.00 590.74 602.30 597.34 602.78 0.001868 5.62 916.20 216.00 0.32 Reach1 24005.85 100 yr 4800.00 590.32 602.05 602.48 0.001895 5.27 1030.54 401.49 0.33 Reach1 24005.85 FW100 yr 4800.00 590.32 602.17 602.57 0.001761 5.13 1039.01 220.00 0.32 Reach1 22889.88 K 100 yr 5735.00 585.44 599.44 599.97 0.002302 5.93 1066.86 200.28 0.35 Reach1 22889.88 K FW100 yr 5735.00 585.44 599.79 600.29 0.002028 5.72 1081.43 159.60 0.33 Reach1 22842.67 100 yr 5735.00 585.07 599.59 591.41 599.73 0.000491 3.06 2012.81 400.83 0.17 Reach1 22842.67 FW100 yr 5735.00 585.07 599.93 591.41 600.07 0.000459 2.99 1916.54 182.09 0.16 Reach1 22817 Old North Road Culvert Reach1 22793.56 100 yr 5735.00 584.07 598.05 590.30 598.23 0.000655 3.37 1701.74 197.60 0.19 Reach1 22793.56 FW100 yr 5735.00 584.07 598.22 590.31 598.39 0.000624 3.32 1729.43 179.49 0.19 Reach1 22493.9 100 yr 5735.00 584.90 596.01 597.39 0.008314 9.44 618.40 114.71 0.64 Reach1 22493.9 FW100 yr 5735.00 584.90 596.42 597.63 0.006910 8.87 665.70 116.18 0.59 Reach1 21594.3 100 yr 5735.00 581.03 593.15 593.56 0.002291 5.38 1368.83 328.75 0.35 Reach1 21594.3 FW100 yr 5735.00 581.03 593.33 593.84 0.002584 5.81 1031.01 149.50 0.37 Reach1 20540.43 J 100 yr 5735.00 576.71 590.64 591.03 0.002567 5.03 1216.91 303.29 0.35 Reach1 20540.43 J FW100 yr 5735.00 576.71 590.87 591.24 0.002304 4.86 1226.07 224.16 0.34 HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 100 yr 5735.00 573.64 588.53 588.71 0.001176 4.64 2410.05 512.20 0.25 Reach1 19140.02 FW100 yr 5735.00 573.64 588.72 588.94 0.001259 4.86 2044.48 345.00 0.26 Reach1 19078.49 100 yr 5735.00 575.02 588.35 585.82 588.57 0.003178 4.74 2211.48 585.16 0.27 Reach1 19078.49 FW100 yr 5735.00 575.02 588.46 585.85 588.77 0.003939 5.32 1750.09 369.00 0.30 Reach1 19058 Mingo Road Culvert Reach1 19042.91 100 yr 5735.00 574.10 588.30 583.67 588.52 0.002996 4.71 2217.84 582.25 0.26 Reach1 19042.91 FW100 yr 5735.00 574.10 588.40 583.67 588.71 0.003767 5.32 1733.32 361.00 0.29 Reach1 18997.21 100 yr 7007.00 571.93 588.36 581.90 588.40 0.000331 1.89 5912.67 890.38 0.09 Reach1 18997.21 FW100 yr 7007.00 571.93 588.46 581.90 588.55 0.000602 2.56 3203.98 292.00 0.13 Reach1 18975 Mingo RR Bridge Reach1 18967.14 100 yr 7007.00 571.93 586.30 581.90 587.24 0.007559 7.80 898.81 815.79 0.43 Reach1 18967.14 FW100 yr 7007.00 571.93 586.53 581.90 587.44 0.006999 7.62 919.81 292.00 0.42 Reach1 18596.96 I 100 yr 7007.00 568.25 585.25 585.43 0.002520 4.49 2946.06 720.63 0.24 Reach1 18596.96 I FW100 yr 7007.00 568.25 585.48 585.69 0.002611 4.64 2545.17 464.00 0.24 Reach1 18523.65 100 yr 7007.00 569.71 583.67 584.87 0.012388 8.79 797.36 87.96 0.51 Reach1 18523.65 FW100 yr 7007.00 569.71 584.06 585.16 0.011000 8.42 832.00 89.40 0.49 Reach1 18234.52 100 yr 7007.00 570.55 583.58 583.69 0.001607 3.52 3100.25 530.26 0.19 Reach1 18234.52 FW100 yr 7007.00 570.55 584.06 584.15 0.001312 3.28 3246.42 447.41 0.18 Reach1 17743.03 100 yr 7270.00 567.37 583.03 572.18 583.13 0.000558 2.53 3281.12 535.84 0.12 Reach1 17743.03 FW100 yr 7270.00 567.37 583.58 572.18 583.67 0.000489 2.43 3227.51 300.00 0.11 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 100 yr 7270.00 564.82 581.63 569.63 581.75 0.000721 2.94 3377.36 515.05 0.13 Reach1 17512.92 FW100 yr 7270.00 564.82 582.19 569.64 582.29 0.000638 2.83 3363.80 403.00 0.12 Reach1 17186.71 H 100 yr 7270.00 564.39 581.09 581.29 0.002889 4.85 2938.36 709.05 0.26 Reach1 17186.71 H FW100 yr 7270.00 564.39 581.53 581.83 0.003379 5.38 2300.35 436.00 0.28 Reach1 15713.63 100 yr 7270.00 560.07 577.10 577.30 0.003490 4.75 2891.30 796.85 0.27 Reach1 15713.63 FW100 yr 7270.00 560.07 577.53 577.73 0.003045 4.57 2610.32 495.00 0.26 HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 14598.35 G 100 yr 9068.00 556.45 574.54 574.73 0.002175 4.37 3566.34 673.28 0.23 Reach1 14598.35 G FW100 yr 9068.00 556.45 575.02 575.22 0.002346 4.41 3038.92 417.88 0.22 Reach1 13936.06 100 yr 9068.00 555.05 572.43 572.83 0.004311 6.72 2844.91 687.42 0.32 Reach1 13936.06 FW100 yr 9068.00 555.05 573.19 573.50 0.003154 5.96 2734.30 422.00 0.28 Reach1 13911.95 100 yr 9068.00 556.44 572.42 567.61 572.66 0.002266 4.33 3064.06 727.49 0.23 Reach1 13911.95 FW100 yr 9068.00 556.44 573.15 567.61 573.39 0.001905 4.15 2782.53 397.00 0.22 Reach1 13891 N. Mayhill Road Culvert Reach1 13872.17 100 yr 9068.00 556.43 572.28 567.80 572.52 0.002305 4.33 3036.11 701.88 0.24 Reach1 13872.17 FW100 yr 9068.00 556.43 572.81 567.80 573.06 0.002120 4.30 2685.46 402.00 0.23 Reach1 13158.3 F 100 yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3658.95 935.74 0.28 Reach1 13158.3 F FW100 yr 9068.00 552.20 571.02 571.23 0.003332 5.08 3035.87 505.00 0.27 Reach1 12342.79 E 100 yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5771.00 1266.34 0.17 Reach1 12342.79 E FW100 yr 9068.00 549.50 569.45 569.56 0.001892 4.08 3930.06 560.00 0.20 Reach1 11243.77 D 100 yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.62 592.08 0.33 Reach1 11243.77 D FW100 yr 10050.00 547.90 565.11 565.39 0.006719 5.87 2566.40 575.25 0.33 Reach1 9166.97 C 100 yr 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 9166.97 C FW100 yr 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 7402.47 100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 7402.47 FW100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 6150.39 100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 FW100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 5205.99 100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 5205.99 FW100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 4266.94 100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 4266.94 FW100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 3456.28 B 100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 3456.28 B FW100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 1613.00 A 100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 Reach1 1613.00 A FW100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 HEC-RAS Plan: DE-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 858.77 100 yr 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 858.77 FW100 yr 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 838 Trinity Road Bridge Reach1 828.42 100 yr 10876.00 519.50 537.29 536.10 537.88 0.008597 8.53 2600.19 727.44 0.43 Reach1 828.42 FW100 yr 10876.00 519.50 537.29 536.10 537.88 0.008598 8.53 2600.15 727.43 0.43 Reach1 4.23 100 yr 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Reach1 4.23 FW100 yr 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/06 Duplicate Effective Summary - Multi-Flow.pdf RAS HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 10 yr 117.00 659.67 662.21 661.52 662.33 0.003370 2.80 41.74 33.99 0.45 Reach1 36789.82 T 50 yr 140.00 659.67 662.20 662.38 0.004871 3.37 41.59 33.93 0.54 Reach1 36789.82 T 100 yr 151.00 659.67 661.94 662.26 0.010282 4.54 33.23 30.28 0.76 Reach1 36789.82 T 500 yr 206.00 659.67 662.08 661.97 662.55 0.013922 5.50 37.45 32.15 0.90 Reach1 36417.31 10 yr 117.00 657.51 659.34 659.34 659.79 0.019626 5.35 21.88 25.36 1.02 Reach1 36417.31 50 yr 140.00 657.51 659.76 660.03 0.008399 4.17 33.57 29.74 0.69 Reach1 36417.31 100 yr 151.00 657.51 660.38 660.50 0.002565 2.82 53.49 34.60 0.40 Reach1 36417.31 500 yr 206.00 657.51 661.61 661.67 0.000777 2.00 103.09 46.41 0.23 Reach1 36076.18 10 yr 117.00 655.35 658.85 658.88 0.000476 1.38 84.75 45.91 0.18 Reach1 36076.18 50 yr 140.00 655.35 659.72 659.73 0.000217 1.09 128.48 55.06 0.13 Reach1 36076.18 100 yr 151.00 655.35 660.34 660.35 0.000128 0.92 165.02 61.67 0.10 Reach1 36076.18 500 yr 206.00 655.35 661.58 661.59 0.000072 0.83 253.46 80.66 0.08 Reach1 35576.95 10 yr 497.00 653.77 657.47 657.78 0.003982 4.43 112.07 51.92 0.53 Reach1 35576.95 50 yr 730.00 653.77 659.03 659.23 0.001588 3.55 208.26 93.76 0.36 Reach1 35576.95 100 yr 838.00 653.77 659.96 660.09 0.000776 2.92 322.28 146.86 0.26 Reach1 35576.95 500 yr 1016.00 653.77 661.44 661.50 0.000253 2.06 759.09 451.67 0.16 Reach1 35531.24 10 yr 497.00 653.90 657.19 655.96 657.59 0.002959 5.11 97.35 90.10 0.50 Reach1 35531.24 50 yr 730.00 653.90 658.67 656.57 659.08 0.001850 5.17 141.17 117.32 0.42 Reach1 35531.24 100 yr 838.00 653.90 659.58 656.82 659.96 0.001362 4.99 168.09 134.05 0.37 Reach1 35531.24 500 yr 1016.00 653.90 661.45 657.22 661.48 0.000140 1.36 753.27 236.79 0.11 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 10 yr 497.00 653.76 656.52 655.83 657.10 0.005292 6.08 81.72 79.70 0.64 Reach1 35492.17 50 yr 730.00 653.76 657.11 656.43 657.95 0.006012 7.37 99.05 90.33 0.71 Reach1 35492.17 100 yr 838.00 653.76 657.36 656.68 658.32 0.006216 7.87 106.53 94.92 0.73 Reach1 35492.17 500 yr 1016.00 653.76 657.73 657.08 658.89 0.006610 8.65 117.40 101.59 0.77 Reach1 34816.55 S 10 yr 497.00 646.58 651.07 651.07 651.86 0.012345 9.28 123.21 88.40 0.81 Reach1 34816.55 S 50 yr 730.00 646.58 651.68 651.68 652.47 0.011801 9.97 188.18 122.83 0.81 Reach1 34816.55 S 100 yr 838.00 646.58 651.89 651.89 652.68 0.011817 10.28 215.10 134.65 0.82 Reach1 34816.55 S 500 yr 1016.00 646.58 652.20 652.20 652.98 0.011678 10.64 259.45 151.98 0.82 Reach1 33841.53 10 yr 497.00 639.94 646.94 646.96 0.000070 1.19 653.64 166.78 0.08 Reach1 33841.53 50 yr 730.00 639.94 647.22 647.26 0.000128 1.66 701.04 172.87 0.11 Reach1 33841.53 100 yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.25 175.39 0.12 Reach1 33841.53 500 yr 1016.00 639.94 647.52 647.57 0.000211 2.19 752.62 179.25 0.14 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 33813.63 10 yr 497.00 639.96 646.94 641.61 646.96 0.000287 0.93 533.74 165.08 0.09 Reach1 33813.63 50 yr 730.00 639.96 647.22 642.05 647.25 0.000473 1.26 579.77 165.10 0.12 Reach1 33813.63 100 yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 500 yr 1016.00 639.96 647.51 642.52 647.55 0.000706 1.62 628.19 165.12 0.15 Reach1 33813 Inl Struct Reach1 33812.88 10 yr 497.00 639.96 643.09 643.25 0.001884 3.18 156.51 62.71 0.35 Reach1 33812.88 50 yr 730.00 639.96 643.78 643.99 0.001955 3.62 201.91 68.33 0.37 Reach1 33812.88 100 yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 500 yr 1016.00 639.96 644.65 644.88 0.001771 3.85 263.93 75.34 0.36 Reach1 33758.79 10 yr 497.00 640.00 642.81 643.07 0.004455 4.06 122.51 65.42 0.52 Reach1 33758.79 50 yr 730.00 640.00 643.55 643.83 0.003481 4.20 173.88 73.21 0.48 Reach1 33758.79 100 yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.19 76.89 0.46 Reach1 33758.79 500 yr 1016.00 640.00 644.49 644.75 0.002471 4.11 247.31 83.08 0.42 Reach1 33125.66 R 10 yr 497.00 637.01 641.32 641.46 0.001585 3.01 165.05 63.11 0.33 Reach1 33125.66 R 50 yr 730.00 637.01 642.49 642.63 0.001129 2.98 245.27 73.90 0.29 Reach1 33125.66 R 100 yr 838.00 637.01 642.96 643.10 0.001021 2.98 281.00 78.22 0.28 Reach1 33125.66 R 500 yr 1016.00 637.01 643.72 643.85 0.000864 2.96 343.05 86.54 0.26 Reach1 32079.78 10 yr 1662.00 632.07 639.99 640.19 0.001118 3.65 473.02 132.12 0.30 Reach1 32079.78 50 yr 2513.00 632.07 640.57 640.92 0.001818 4.77 557.14 154.82 0.39 Reach1 32079.78 100 yr 2922.00 632.07 640.77 641.19 0.002195 5.29 590.48 191.02 0.43 Reach1 32079.78 500 yr 3684.00 632.07 641.05 641.62 0.002935 6.20 652.07 242.32 0.49 Reach1 32045.85 10 yr 1662.00 630.85 640.06 636.13 640.10 0.000163 1.57 1078.20 282.29 0.12 Reach1 32045.85 50 yr 2513.00 630.85 640.69 637.79 640.76 0.000252 2.10 1341.08 530.32 0.15 Reach1 32045.85 100 yr 2922.00 630.85 640.91 638.01 641.00 0.000296 2.33 1459.36 540.09 0.16 Reach1 32045.85 500 yr 3684.00 630.85 641.25 638.01 641.36 0.000383 2.75 1649.76 613.34 0.19 Reach1 32020 Stuart Road Culvert Reach1 31992.36 10 yr 1662.00 630.83 637.53 636.06 639.14 0.006578 10.19 163.04 131.21 0.69 Reach1 31992.36 50 yr 2513.00 630.83 638.02 637.74 638.31 0.002157 4.27 587.92 139.13 0.37 Reach1 31992.36 100 yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.71 146.16 0.38 Reach1 31992.36 500 yr 3684.00 630.83 639.20 638.01 639.56 0.002304 4.83 762.80 157.92 0.39 Reach1 31281.2 Q 10 yr 1662.00 628.78 634.77 635.10 0.003636 4.60 361.22 111.89 0.45 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 31281.2 Q 50 yr 2513.00 628.78 634.90 635.60 0.007401 6.68 376.38 113.68 0.65 Reach1 31281.2 Q 100 yr 2922.00 628.78 635.28 636.02 0.007289 6.93 433.89 169.96 0.65 Reach1 31281.2 Q 500 yr 3684.00 628.78 635.74 634.74 636.63 0.007941 7.63 516.97 190.56 0.69 Reach1 30391.02 P 10 yr 1662.00 626.22 631.51 630.42 631.72 0.003905 3.64 456.87 215.83 0.44 Reach1 30391.02 P 50 yr 2513.00 626.22 633.69 630.99 633.79 0.000804 2.54 1131.85 414.95 0.22 Reach1 30391.02 P 100 yr 2922.00 626.22 634.57 631.17 634.65 0.000530 2.33 1683.69 767.04 0.19 Reach1 30391.02 P 500 yr 3684.00 626.22 634.96 631.47 635.06 0.000604 2.61 1992.01 792.34 0.20 Reach1 30339.09 10 yr 1662.00 624.60 631.01 628.94 631.46 0.003179 5.40 307.50 97.86 0.45 Reach1 30339.09 50 yr 2513.00 624.60 633.45 629.89 633.69 0.001146 4.32 1063.81 545.96 0.29 Reach1 30339.09 100 yr 2922.00 624.60 634.40 630.26 634.57 0.000768 3.85 1735.83 888.48 0.24 Reach1 30339.09 500 yr 3684.00 624.60 634.77 630.99 634.97 0.000901 4.30 2076.14 951.17 0.26 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 10 yr 1662.00 624.60 629.46 628.95 630.61 0.010888 8.63 192.67 76.04 0.80 Reach1 30242.84 50 yr 2513.00 624.60 630.25 629.95 632.03 0.012848 10.70 234.95 353.93 0.90 Reach1 30242.84 100 yr 2922.00 624.60 630.58 630.38 632.67 0.013682 11.58 252.39 487.96 0.94 Reach1 30242.84 500 yr 3684.00 624.60 631.15 631.15 633.79 0.014926 13.04 282.57 616.85 1.00 Reach1 29853.37 O 10 yr 1662.00 621.00 626.22 626.93 0.007410 6.73 247.43 80.03 0.64 Reach1 29853.37 O 50 yr 2513.00 621.00 627.38 628.22 0.006154 7.45 374.88 140.73 0.61 Reach1 29853.37 O 100 yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O 500 yr 3684.00 621.00 628.41 627.32 629.47 0.006105 8.51 580.91 277.40 0.63 Reach1 29237.29 10 yr 1662.00 615.14 623.23 623.68 0.003779 5.35 320.16 105.08 0.43 Reach1 29237.29 50 yr 2513.00 615.14 624.52 625.05 0.004057 6.00 537.23 265.33 0.46 Reach1 29237.29 100 yr 2922.00 615.14 624.92 625.49 0.004254 6.29 660.70 349.08 0.47 Reach1 29237.29 500 yr 3684.00 615.14 625.55 626.13 0.004194 6.58 930.12 456.90 0.47 Reach1 28223.67 N 10 yr 1662.00 611.45 620.04 620.34 0.002833 4.40 413.00 235.79 0.37 Reach1 28223.67 N 50 yr 2513.00 611.45 620.74 621.17 0.003633 5.43 612.49 301.67 0.43 Reach1 28223.67 N 100 yr 2922.00 611.45 621.16 621.60 0.003516 5.59 743.23 324.14 0.43 Reach1 28223.67 N 500 yr 3684.00 611.45 621.78 622.27 0.003609 6.03 964.53 424.47 0.44 Reach1 28170.27 10 yr 1662.00 611.84 619.58 615.98 620.17 0.002479 6.16 269.88 118.08 0.39 Reach1 28170.27 50 yr 2513.00 611.84 620.82 617.28 620.99 0.001112 3.33 847.83 411.53 0.25 Reach1 28170.27 100 yr 2922.00 611.84 621.23 617.86 621.42 0.001161 3.53 1031.50 473.62 0.25 Reach1 28170.27 500 yr 3684.00 611.84 621.87 618.88 622.08 0.001228 3.83 1357.92 556.82 0.26 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 10 yr 1662.00 611.67 618.88 615.81 619.56 0.003155 6.63 250.74 110.48 0.44 Reach1 28117.26 50 yr 2513.00 611.67 617.13 617.13 619.85 0.018189 13.23 189.99 92.13 1.00 Reach1 28117.26 100 yr 2922.00 611.67 617.70 617.70 620.72 0.017714 13.94 209.63 98.06 1.00 Reach1 28117.26 500 yr 3684.00 611.67 620.80 618.72 621.46 0.003672 6.56 659.17 417.42 0.46 Reach1 27221.49 10 yr 1662.00 606.23 613.53 611.88 614.38 0.013778 7.41 224.44 54.47 0.64 Reach1 27221.49 50 yr 2513.00 606.23 615.24 615.69 0.016671 5.39 465.94 220.13 0.65 Reach1 27221.49 100 yr 2922.00 606.23 615.61 616.05 0.013488 5.34 547.16 224.70 0.60 Reach1 27221.49 500 yr 3684.00 606.23 616.54 616.89 0.007206 4.82 786.45 310.85 0.46 Reach1 26191.66 M 10 yr 3000.00 600.60 611.42 611.55 0.001420 2.96 1034.31 213.01 0.22 Reach1 26191.66 M 50 yr 4400.00 600.60 612.55 612.74 0.001549 3.51 1310.02 251.35 0.24 Reach1 26191.66 M 100 yr 4800.00 600.60 612.72 612.92 0.001684 3.72 1351.45 253.19 0.25 Reach1 26191.66 M 500 yr 6485.00 600.60 613.36 613.66 0.002197 4.51 1515.80 260.39 0.29 Reach1 26141.04 10 yr 3000.00 601.26 611.35 607.50 611.48 0.001114 2.92 1078.93 287.48 0.20 Reach1 26141.04 50 yr 4400.00 601.26 612.50 609.31 612.66 0.001201 3.39 1516.94 493.21 0.22 Reach1 26141.04 100 yr 4800.00 601.26 612.66 609.81 612.84 0.001284 3.55 1598.70 500.46 0.23 Reach1 26141.04 500 yr 6485.00 601.26 613.31 610.90 613.54 0.001540 4.11 1935.23 529.28 0.25 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 10 yr 3000.00 601.09 607.32 607.32 610.42 0.026526 14.12 212.39 115.96 1.00 Reach1 26097.11 50 yr 4400.00 601.09 610.63 609.21 610.98 0.003284 4.76 932.34 201.69 0.35 Reach1 26097.11 100 yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.57 221.32 0.36 Reach1 26097.11 500 yr 6485.00 601.09 611.84 610.00 612.31 0.003554 5.59 1262.95 345.91 0.37 Reach1 24854.98 L 10 yr 3000.00 591.98 601.76 601.37 603.29 0.012948 10.09 337.34 119.40 0.79 Reach1 24854.98 L 50 yr 4400.00 591.98 603.63 604.91 0.007860 9.69 606.90 163.33 0.65 Reach1 24854.98 L 100 yr 4800.00 591.98 604.35 605.45 0.006171 9.17 728.11 174.70 0.58 Reach1 24854.98 L 500 yr 6485.00 591.98 605.68 606.85 0.005638 9.75 971.50 190.52 0.57 Reach1 24146.55 10 yr 3000.00 590.95 600.54 595.49 600.89 0.001246 4.76 629.65 72.80 0.28 Reach1 24146.55 50 yr 4400.00 590.95 602.01 596.60 602.57 0.001608 6.00 733.91 261.09 0.33 Reach1 24146.55 100 yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.85 352.19 0.33 Reach1 24146.55 500 yr 6485.00 590.95 603.69 598.06 604.34 0.002329 6.76 1395.29 473.54 0.34 Reach1 24130 Burning Tree Lan Culvert HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 24099.6 10 yr 3000.00 590.74 600.27 595.94 600.68 0.001660 5.19 578.52 87.20 0.32 Reach1 24099.6 50 yr 4400.00 590.74 601.46 597.04 602.15 0.002261 6.63 663.58 87.38 0.38 Reach1 24099.6 100 yr 4800.00 590.74 602.19 597.34 602.69 0.001942 5.69 918.43 346.59 0.32 Reach1 24099.6 500 yr 6485.00 590.74 603.64 598.50 604.17 0.001854 6.11 1524.76 485.97 0.32 Reach1 24005.85 10 yr 3000.00 590.32 600.17 600.47 0.001720 4.39 683.88 108.60 0.31 Reach1 24005.85 50 yr 4400.00 590.32 601.38 601.82 0.002180 5.33 865.21 216.13 0.35 Reach1 24005.85 100 yr 4800.00 590.32 602.05 602.48 0.001892 5.27 1031.40 401.65 0.33 Reach1 24005.85 500 yr 6485.00 590.32 603.55 603.96 0.001573 5.40 1708.09 503.13 0.31 Reach1 22889.88 K 10 yr 4061.00 585.44 597.42 597.90 0.002871 5.59 732.54 121.20 0.38 Reach1 22889.88 K 50 yr 4929.00 585.44 598.75 599.23 0.002297 5.61 932.76 184.85 0.35 Reach1 22889.88 K 100 yr 5738.00 585.44 599.44 599.97 0.002302 5.94 1067.20 200.31 0.35 Reach1 22889.88 K 500 yr 7352.00 585.44 600.30 601.00 0.002671 6.81 1248.49 226.19 0.39 Reach1 22842.67 10 yr 4061.00 585.07 597.37 590.11 597.79 0.001083 5.21 779.44 173.23 0.26 Reach1 22842.67 50 yr 4929.00 585.07 598.82 590.81 599.04 0.000689 3.74 1358.59 265.54 0.20 Reach1 22842.67 100 yr 5738.00 585.07 599.59 591.41 599.74 0.000492 3.06 2013.52 401.16 0.17 Reach1 22842.67 500 yr 7352.00 585.07 600.50 592.56 600.69 0.000580 3.52 2470.47 568.44 0.19 Reach1 22817 Old North Road Culvert Reach1 22793.56 10 yr 4061.00 584.07 596.41 589.03 596.54 0.000545 2.87 1417.34 165.88 0.17 Reach1 22793.56 50 yr 4929.00 584.07 597.30 589.72 597.46 0.000608 3.14 1568.07 173.23 0.18 Reach1 22793.56 100 yr 5738.00 584.07 598.06 590.31 598.23 0.000655 3.37 1702.24 197.93 0.19 Reach1 22793.56 500 yr 7352.00 584.07 599.36 591.41 599.58 0.000707 3.77 2048.84 357.08 0.20 Reach1 22493.9 10 yr 4061.00 584.90 594.88 595.88 0.007199 8.03 506.02 88.41 0.58 Reach1 22493.9 50 yr 4929.00 584.90 595.50 596.70 0.007800 8.80 563.66 99.10 0.62 Reach1 22493.9 100 yr 5738.00 584.90 596.01 597.39 0.008316 9.45 618.58 114.75 0.64 Reach1 22493.9 500 yr 7352.00 584.90 596.86 595.11 598.60 0.009201 10.64 734.45 180.56 0.69 Reach1 21594.3 10 yr 4061.00 581.03 591.95 592.29 0.002316 4.82 1000.01 286.87 0.34 Reach1 21594.3 50 yr 4929.00 581.03 592.61 592.98 0.002294 5.12 1195.96 305.99 0.34 Reach1 21594.3 100 yr 5738.00 581.03 593.15 593.56 0.002290 5.38 1369.71 328.86 0.35 Reach1 21594.3 500 yr 7352.00 581.03 594.14 594.59 0.002253 5.80 1727.71 468.94 0.35 Reach1 20540.43 J 10 yr 4061.00 576.71 589.49 589.79 0.002430 4.40 930.74 191.57 0.33 Reach1 20540.43 J 50 yr 4929.00 576.71 590.10 590.45 0.002542 4.77 1060.46 275.10 0.35 Reach1 20540.43 J 100 yr 5738.00 576.71 590.65 591.03 0.002561 5.03 1218.81 303.62 0.35 Reach1 20540.43 J 500 yr 7352.00 576.71 591.87 592.27 0.002206 5.21 1637.42 388.69 0.34 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 10 yr 4061.00 573.64 586.97 587.19 0.001514 4.74 1644.87 471.59 0.28 Reach1 19140.02 50 yr 4929.00 573.64 587.60 587.82 0.001486 4.91 1947.66 488.28 0.28 Reach1 19140.02 100 yr 5738.00 573.64 588.56 588.74 0.001156 4.61 2427.23 513.05 0.25 Reach1 19140.02 500 yr 7352.00 573.64 590.44 590.57 0.000765 4.18 3429.87 563.66 0.21 Reach1 19078.49 10 yr 4061.00 575.02 586.63 583.99 586.97 0.005328 5.39 1273.28 504.01 0.33 Reach1 19078.49 50 yr 4929.00 575.02 587.31 585.30 587.62 0.004712 5.35 1629.58 536.66 0.32 Reach1 19078.49 100 yr 5738.00 575.02 588.39 585.82 588.60 0.003106 4.69 2233.94 586.90 0.26 Reach1 19078.49 500 yr 7352.00 575.02 590.36 586.46 590.49 0.001729 3.96 3636.08 867.62 0.20 Reach1 19058 Mingo Road Culvert Reach1 19042.91 10 yr 4061.00 574.10 585.15 583.21 586.07 0.013448 7.85 650.04 372.19 0.52 Reach1 19042.91 50 yr 4929.00 574.10 587.21 583.21 587.53 0.004486 5.36 1610.10 531.03 0.31 Reach1 19042.91 100 yr 5738.00 574.10 588.30 583.66 588.52 0.002999 4.72 2217.81 582.25 0.26 Reach1 19042.91 500 yr 7352.00 574.10 590.32 586.29 590.45 0.001670 3.96 3637.50 864.55 0.20 Reach1 18997.21 10 yr 4176.00 571.93 585.09 580.20 585.52 0.004098 5.28 790.23 718.10 0.31 Reach1 18997.21 50 yr 5985.00 571.93 587.31 581.32 587.35 0.000369 1.88 4999.99 852.81 0.10 Reach1 18997.21 100 yr 7007.00 571.93 588.36 581.90 588.40 0.000331 1.89 5912.67 890.38 0.09 Reach1 18997.21 500 yr 8662.00 571.93 590.35 582.78 590.38 0.000250 1.81 7750.50 961.50 0.08 Reach1 18975 Mingo RR Bridge Reach1 18967.14 10 yr 4176.00 571.93 584.48 580.20 584.97 0.005155 5.65 739.04 672.78 0.34 Reach1 18967.14 50 yr 5985.00 571.93 585.72 581.33 586.50 0.006678 7.05 848.64 773.90 0.40 Reach1 18967.14 100 yr 7007.00 571.93 586.30 581.90 587.24 0.007559 7.80 898.81 815.79 0.43 Reach1 18967.14 500 yr 8662.00 571.93 587.28 582.79 588.48 0.008513 8.79 984.98 851.44 0.46 Reach1 18596.96 I 10 yr 4176.00 568.25 582.79 583.10 0.004462 5.04 1405.02 532.13 0.31 Reach1 18596.96 I 50 yr 5985.00 568.25 584.38 584.61 0.003144 4.75 2350.30 662.01 0.26 Reach1 18596.96 I 100 yr 7007.00 568.25 585.25 585.43 0.002520 4.49 2946.06 720.63 0.24 Reach1 18596.96 I 500 yr 8662.00 568.25 586.78 586.91 0.001668 3.99 4135.42 826.90 0.20 Reach1 18523.65 10 yr 4176.00 569.71 581.94 582.58 0.007788 6.42 650.70 81.60 0.40 Reach1 18523.65 50 yr 5985.00 569.71 583.02 584.03 0.011112 8.08 740.67 85.56 0.48 Reach1 18523.65 100 yr 7007.00 569.71 583.67 584.87 0.012388 8.79 797.36 87.96 0.51 Reach1 18523.65 500 yr 8662.00 569.71 585.07 586.43 0.012559 9.38 923.77 93.09 0.52 Reach1 18234.52 10 yr 4176.00 570.55 581.78 581.84 0.001086 2.55 2305.32 382.01 0.15 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 18234.52 50 yr 5985.00 570.55 582.87 582.97 0.001501 3.25 2758.70 450.21 0.18 Reach1 18234.52 100 yr 7007.00 570.55 583.58 583.69 0.001607 3.52 3100.25 530.26 0.19 Reach1 18234.52 500 yr 8662.00 570.55 585.03 585.15 0.001723 3.98 4081.60 751.99 0.20 Reach1 17743.03 10 yr 4975.00 567.37 581.15 571.10 581.29 0.000731 2.96 1680.08 309.08 0.14 Reach1 17743.03 50 yr 6203.00 567.37 582.04 571.67 582.22 0.000924 3.47 1787.73 412.90 0.16 Reach1 17743.03 100 yr 7270.00 567.37 583.03 572.18 583.13 0.000558 2.53 3281.12 535.84 0.12 Reach1 17743.03 500 yr 8954.00 567.37 584.47 572.88 584.58 0.000559 2.71 4224.12 817.88 0.12 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 10 yr 4975.00 564.82 580.59 568.56 580.67 0.000467 2.26 2861.43 479.34 0.10 Reach1 17512.92 50 yr 6203.00 564.82 581.14 569.15 581.24 0.000611 2.65 3128.55 496.73 0.12 Reach1 17512.92 100 yr 7270.00 564.82 581.63 569.63 581.75 0.000721 2.94 3377.36 515.05 0.13 Reach1 17512.92 500 yr 8954.00 564.82 582.33 570.36 582.48 0.000891 3.37 3749.61 559.52 0.15 Reach1 17186.71 H 10 yr 4975.00 564.39 580.16 580.33 0.002460 4.22 2292.77 681.42 0.23 Reach1 17186.71 H 50 yr 6203.00 564.39 580.63 580.83 0.002795 4.64 2617.54 695.46 0.25 Reach1 17186.71 H 100 yr 7270.00 564.39 581.09 581.29 0.002889 4.85 2938.36 709.05 0.26 Reach1 17186.71 H 500 yr 8954.00 564.39 581.73 581.95 0.003021 5.15 3401.02 728.21 0.26 Reach1 15713.63 10 yr 4975.00 560.07 575.41 575.70 0.005390 5.19 1687.71 629.01 0.33 Reach1 15713.63 50 yr 6203.00 560.07 576.52 576.73 0.003725 4.71 2446.35 741.49 0.28 Reach1 15713.63 100 yr 7270.00 560.07 577.10 577.30 0.003490 4.75 2891.30 796.85 0.27 Reach1 15713.63 500 yr 8954.00 560.07 578.04 578.22 0.002982 4.68 3691.04 888.63 0.25 Reach1 14598.35 G 10 yr 4988.00 556.45 572.66 572.80 0.001736 3.47 2370.55 597.23 0.20 Reach1 14598.35 G 50 yr 7686.00 556.45 573.97 574.14 0.002058 4.11 3188.81 652.72 0.22 Reach1 14598.35 G 100 yr 9068.00 556.45 574.54 574.73 0.002175 4.37 3566.34 673.28 0.23 Reach1 14598.35 G 500 yr 11731.00 556.45 575.57 575.78 0.002295 4.75 4274.93 706.14 0.24 Reach1 13936.06 10 yr 4988.00 555.05 571.22 571.46 0.002535 4.84 2060.49 600.91 0.24 Reach1 13936.06 50 yr 7686.00 555.05 572.01 572.38 0.003884 6.25 2564.45 662.58 0.30 Reach1 13936.06 100 yr 9068.00 555.05 572.43 572.83 0.004311 6.72 2844.91 687.42 0.32 Reach1 13936.06 500 yr 11731.00 555.05 573.39 573.81 0.004457 7.15 3539.56 763.61 0.33 Reach1 13911.95 10 yr 4988.00 556.44 571.23 565.07 571.35 0.001220 2.94 2248.83 634.74 0.17 Reach1 13911.95 50 yr 7686.00 556.44 572.01 567.61 572.22 0.001979 3.95 2774.75 705.18 0.22 Reach1 13911.95 100 yr 9068.00 556.44 572.42 567.61 572.66 0.002266 4.33 3064.06 727.49 0.23 Reach1 13911.95 500 yr 11731.00 556.44 573.36 567.61 573.64 0.002454 4.77 3775.15 778.78 0.25 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 13891 N. Mayhill Road Culvert Reach1 13872.17 10 yr 4988.00 556.43 570.41 564.47 570.58 0.001759 3.33 1842.43 566.00 0.20 Reach1 13872.17 50 yr 7686.00 556.43 571.72 567.11 571.94 0.002157 4.04 2655.71 663.01 0.23 Reach1 13872.17 100 yr 9068.00 556.43 572.28 567.80 572.52 0.002305 4.33 3036.11 701.88 0.24 Reach1 13872.17 500 yr 11731.00 556.43 573.22 567.80 573.51 0.002516 4.80 3732.27 766.81 0.25 Reach1 13158.3 F 10 yr 4988.00 552.20 568.62 568.82 0.003877 4.66 2187.11 792.44 0.28 Reach1 13158.3 F 50 yr 7686.00 552.20 569.80 569.99 0.003771 5.00 3182.59 894.20 0.28 Reach1 13158.3 F 100 yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3658.95 935.74 0.28 Reach1 13158.3 F 500 yr 11731.00 552.20 571.24 571.43 0.003549 5.31 4551.73 1008.99 0.28 Reach1 12342.79 E 10 yr 4988.00 549.50 567.10 567.17 0.001571 3.27 3600.24 1089.47 0.17 Reach1 12342.79 E 50 yr 7686.00 549.50 568.39 568.45 0.001503 3.44 5081.24 1214.70 0.17 Reach1 12342.79 E 100 yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5771.00 1266.34 0.17 Reach1 12342.79 E 500 yr 11731.00 549.50 569.93 570.00 0.001431 3.63 7071.17 1358.35 0.17 Reach1 11243.77 D 10 yr 5369.00 547.90 563.21 563.43 0.007117 5.22 1554.65 477.38 0.33 Reach1 11243.77 D 50 yr 8482.00 547.90 564.52 564.79 0.007018 5.75 2230.54 555.75 0.34 Reach1 11243.77 D 100 yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.62 592.08 0.33 Reach1 11243.77 D 500 yr 13184.00 547.90 566.26 566.56 0.006235 6.10 3294.48 663.47 0.33 Reach1 9166.97 C 10 yr 5369.00 541.90 558.88 558.96 0.001379 3.36 3488.10 868.88 0.17 Reach1 9166.97 C 50 yr 8482.00 541.90 560.63 560.70 0.001246 3.50 5059.99 929.95 0.17 Reach1 9166.97 C 100 yr 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 9166.97 C 500 yr 13184.00 541.90 562.67 562.76 0.001207 3.78 7040.44 1015.31 0.17 Reach1 7402.47 10 yr 5369.00 537.40 556.36 556.60 0.002341 4.85 2097.00 484.74 0.23 Reach1 7402.47 50 yr 8482.00 537.40 558.32 558.58 0.002473 5.45 3175.02 616.70 0.24 Reach1 7402.47 100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 7402.47 500 yr 13184.00 537.40 560.48 560.75 0.002568 6.04 4666.46 773.09 0.25 Reach1 6150.39 10 yr 5369.00 534.70 553.35 553.64 0.002798 5.22 1871.11 459.16 0.25 Reach1 6150.39 50 yr 8482.00 534.70 555.20 555.51 0.002973 5.87 2781.23 521.04 0.26 Reach1 6150.39 100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 500 yr 13184.00 534.70 557.20 557.56 0.003240 6.64 3882.71 579.94 0.28 Reach1 5205.99 10 yr 5369.00 532.10 550.50 550.72 0.003742 3.76 1443.70 305.12 0.27 Reach1 5205.99 50 yr 8482.00 532.10 552.39 552.67 0.003435 4.33 2257.10 553.36 0.27 Reach1 5205.99 100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 5205.99 500 yr 13184.00 532.10 554.42 554.75 0.003194 4.87 3648.77 819.04 0.27 HEC-RAS Plan: DE-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 4266.94 10 yr 5369.00 529.50 546.57 547.06 0.004076 6.11 1365.68 352.50 0.31 Reach1 4266.94 50 yr 8482.00 529.50 548.43 549.00 0.004600 7.12 2139.28 481.13 0.33 Reach1 4266.94 100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 4266.94 500 yr 13184.00 529.50 550.49 551.12 0.004990 8.11 3328.66 716.71 0.35 Reach1 3456.28 B 10 yr 5369.00 527.20 544.78 544.96 0.001865 4.25 2116.66 469.66 0.21 Reach1 3456.28 B 50 yr 8482.00 527.20 546.48 546.70 0.002099 4.89 2978.62 541.10 0.23 Reach1 3456.28 B 100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 3456.28 B 500 yr 13184.00 527.20 548.45 548.70 0.002283 5.55 4106.34 604.45 0.24 Reach1 1613.00 A 10 yr 5369.00 525.30 540.72 540.92 0.003147 4.86 2024.85 540.27 0.25 Reach1 1613.00 A 50 yr 8482.00 525.30 542.34 542.55 0.003038 5.22 2951.34 599.47 0.25 Reach1 1613.00 A 100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 Reach1 1613.00 A 500 yr 13184.00 525.30 544.06 544.30 0.003222 5.84 4028.50 653.41 0.27 Reach1 858.77 10 yr 5344.00 521.80 538.30 535.66 538.57 0.003643 5.57 2011.43 647.43 0.28 Reach1 858.77 50 yr 9075.00 521.80 539.94 537.57 540.21 0.003804 6.18 3170.39 759.74 0.29 Reach1 858.77 100 yr 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 858.77 500 yr 14429.00 521.80 541.27 538.72 541.61 0.004821 7.38 4244.46 865.92 0.33 Reach1 838 Trinity Road Bridge Reach1 828.42 10 yr 5344.00 519.50 535.08 532.30 535.81 0.009786 7.98 1201.38 537.08 0.44 Reach1 828.42 50 yr 9075.00 519.50 536.65 535.70 537.28 0.009035 8.44 2155.94 674.30 0.44 Reach1 828.42 100 yr 10876.00 519.50 537.29 536.10 537.88 0.008598 8.53 2600.06 727.42 0.43 Reach1 828.42 500 yr 14429.00 519.50 538.40 536.77 538.94 0.007822 8.62 3464.23 820.99 0.42 Reach1 4.23 10 yr 5344.00 520.60 533.43 529.91 533.48 0.001050 2.29 3451.90 956.97 0.15 Reach1 4.23 50 yr 9075.00 520.60 534.98 530.75 535.04 0.001052 2.60 4977.57 1012.71 0.15 Reach1 4.23 100 yr 10876.00 520.60 535.62 531.46 535.68 0.001051 2.72 5627.98 1028.54 0.16 Reach1 4.23 500 yr 14429.00 520.60 536.75 531.92 536.83 0.001051 2.93 6807.25 1056.62 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/07 Corrected Effective Report.pdf 2011CLOMR.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: 2011CLOMR PROMIENCE SQUARE Project File : 2011CLOMR.prj Run Date and Time: 3/24/2011 4:22:20 PM Project in English units Project Description: Cooper Creek and Stream CC-2 TSDN 011785 Task14 Revised 6/08 Hydrology data The floodway model top widths were modified in a few places at Sherman Rd. T:\Job\011785e1\WTR_RSC\Task_Order_014\TSDN\2.4_Hydraulics\Hydraulics CDROM\Hydraulics Models\Cooper Creek\Simulations\Revised0805 For Profiles purposes the stationing is shifted by 851 feet so that the profiles begins at Trinity Road (Dec 2009) PLAN DATA Plan Title: Prominence Square - Existing Cond. FW Plan File : p:\Projects\GEES1354 - Prominence\LOMR\2011CLOMR.p01 Geometry Title: Prominence Square - Existing Conditions Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\2011CLOMR.g01 Flow Title : Floodway - Cooper Creek Existing Updated Flow File : p:\Projects\GEES1354 - Prominence\LOMR\2011CLOMR.f07 Plan Description: Revised crossing at Burning Tree Ln Sec. 24146 Updated flows 6/08 7/25 Revised I35 Revised 8/05&10/05 Plan Summary Information: Number of: Cross Sections = 77 Multiple Openings = 0 Culverts = 9 Inline Structures = 1 Bridges = 3 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow Encroachment Data Equal Conveyance = True Left Offset = 0 Right Offset = 0 River = Cooper Creek Reach = Reach1 RS Profile Method Value1 Value2 21594.3 FW100 yr 1 298.5 448 20540.43FW100 yr 1 393.41 619 19140.02FW100 yr 1 307 652 19078.49FW100 yr 1 310 679 19042.91FW100 yr 1 314 675 18997.21FW100 yr 1 537 829 18967.14FW100 yr 1 537 829 18596.96FW100 yr 1 401 865 18523.65FW100 yr 1 432 857 18234.52FW100 yr .03FW100 yr 1 600 900 17512.92FW100 yr 1 483 886 17500 FW100 yr 1 861.68 1250 17400 FW100 yr FW100 yr 1 950 1400 17220 FW100 yr FW100 yr .35FW100 yr FW100 yr 1 975 1435 14500 FW100 yr FW100 yr FW100 yr FW100 yr FW100 yr FW100 yr FW100 yr .95FW100 yr 1 466 863 13872.17FW100 yr 1 356 758 13158.3 FW100 yr .79FW100 yr 1 1035 1595 11243.77FW100 yr 1 1240 1816 FLOW DATA Flow Title: Floodway - Cooper Creek Existing Updated Flow File : p:\Projects\GEES1354 - Prominence\LOMR\2011CLOMR.f07 Flow Data (cfs) River Reach RS 100 yr FW100 yr Cooper Creek Reach1 36789.82 151 151 Cooper Creek Reach1 35576.95 838 838 Cooper Creek Reach1 32079.78 2922 2922 Cooper Creek Reach1 26191.66 4800 4800 Cooper Creek Reach1 22889.88 5735 5735 Cooper Creek Reach1 18997.21 7007 7007 Cooper Creek Reach1 17743.03 7270 7270 Cooper Creek Reach1 14598.35 9068 9068 Cooper Creek Reach1 11243.77 10050 10050 Cooper Creek Reach1 858.77 10876 10876 Boundary Conditions River Reach Profile Upstream Downstream Cooper Creek Reach1 100 yr Normal S = 0.00105 Cooper Creek Reach1 FW100 yr Normal S = 0.00105 GEOMETRY DATA Geometry Title: Prominence Square - Existing Conditions Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\2011CLOMR.g01 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36789.82 INPUT Description: Cross section numbers shifted by 839 Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.75 91.6 668 96.18 668 97.05 668.38 175.98 665.95 220.7 666.11 304.41 665.65 310 664.439 319 662.49 337.01 659.9 337.5 659.78 338.06 659.75 338.58 659.67 339.03 659.9 354.11 662.09 371 664.394 372.58 664.61 380.6 664.92 483.86 665.58 484.77 666.46 485.3 666.45 502.19 666.93 504.08 666.94 505.59 666.92 507.14 666.93 508.55 666.91 509.9 666.91 511.08 666.9 512.47 666.9 513.48 666.89 515.09 666.9 516 666.89 517.79 666.89 518.71 666.88 522.36 666.9 538.54 666.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 304.41 .035 372.58 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 371 327.56 372.5 372.69 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36417.31 INPUT Description: Station Elevation Data num= 207 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.64 75.75 668.14 97.86 668 98 668 98.19 668 99.93 668 101.17 668 102.89 668 104.83 668 106.43 668 107.59 668 110.05 668 111.26 668 112.5 668 119.23 668 122.89 668 123.68 668 123.74 668 132.68 668 133.48 668 140.83 668 165.36 668 168.91 668 169.2 668 169.89 668 169.92 668 307.09 666.16 315.59 666.06 315.98 666.06 316.11 666.06 316.22 666.06 317.58 666.04 320.31 666.03 322.5 666.03 322.54 666.03 323.77 666.03 323.81 666.03 324.87 666.03 331.25 666 332.73 666 336.53 666 339.94 666 340.69 666 345.75 666 352.1 666 353.22 666 360.44 666 361.75 666 369.12 666 370.42 666 371.57 666 377.88 666 378.8 666 379.52 666 383.96 666 384.64 666 387.17 666 388.6 666 389.79 666 391.3 666 392.25 666 394.18 666 395.67 666 397.91 666 399.93 666 402.32 666 404.75 666 407.74 666 409. .66 666 417.31 666 420.65 666 421.02 666 421.34 666 425.34 666 425.37 666 425.4 666 425.44 666 425.97 666 441.63 665.65 503.58 664.29 516.65 664 520.68 663.57 523.14 663.32 534.85 662.11 535.56 662.03 535.88 662 540.9 661.456 545.39 660.97 550.15 660.46 552.71 660.15 566 658.22 567.95 657.95 568.39 657.9 568.92 657.81 569.15 657.79 569.52 657.69 570.08 657.51 570.51 657.63 572.17 657.78 573.69 657.96 574.16 658.16 575.03 658.3 576.88 658.52 585.04 659.51 585.99 661.73 587.52 662 588.55 662.12 589.81 662.24 590 662.26 597.03 662.99 598.77 663.18 599.63 663.26 600.49 663.35 601.55 663.46 607.43 663.94 608.23 664 608.27 664 608.3 664 608.33 664 608.35 664 609.26 664.02 615.54 664.12 621.61 664.23 622.15 664.24 628.01 664.35 632.84 664.45 636.3 664.52 638.28 664.57 694.48 666 696.93 666 698.62 666 700.95 666 702.93 666 704.32 666 705.22 666 707.21 666 707.81 666 708.35 666 710.37 666 728.03 666 728.66 666 729.7 666 731.24 666 732.09 666 733.79 666 735.23 666 736.95 666 737.05 666 737.44 666 738.41 666 740.08 666 742.14 666 782.89 666 784.19 666 786.58 666 789.78 666 791.39 666 795.68 666 800.5 666 804.79 666 806.3 666 809.02 666 810. .52 666 812.59 666 813.85 666 816.08 666 819.96 666 825.08 666 830.7 666 831.66 666 837.03 666 841.86 666 857.76 666 860.76 666 863.06 666 864.82 666 866.27 666 866.35 666 867.73 666 874.58 666 877.87 666 880.8 666 882.93 666 903.83 666 904.66 666 905.61 666 908.4 666 909.54 666 910.95 666 914.62 666 919.32 666 921.34 666 926.66 666 932.11 666 935.1 666 940.2 666 944.68 666 949.2 666 954.75 666 982.96 666 982.99 666 983.04 666 983.18 666 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 523.14 .035 598.77 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 540.9 585.99 325.72 341.13 342.39 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36076.18 INPUT Description: Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 666 11.75 666 42.38 665.74 42.93 665.73 43.43 665.73 47.81 665.71 48.37 665.71 54.1 665.65 54.88 665.64 55.52 665.64 56.04 665.63 56.51 665.62 57.02 665.62 57.64 665.61 58.45 665.6 59.53 665.59 65.29 665.55 66.67 665.53 68.15 665.52 74.43 665.45 75.99 665.44 82.03 665.37 83.6 665.36 93.66 665.24 97.83 665.18 99.63 665.18 106.74 665.09 109.2 665.05 232.69 664 284.55 664 286.12 663.88 287.48 663.64 319.15 663.21 331.19 662.14 332.3 661.945 353 658.3 367.22 656.23 369.3 655.95 370.58 655.81 371.58 655.35 373.59 655.41 375.05 655.54 375.5 655.88 376.34 656.01 378.12 656.17 386.82 657.01 403.07 660.34 428.9 663.03 449.29 662.32 554.84 662.78 610.21 664 801.95 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 332.3 .035 403.07 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 332.3 403.07 462.47 499.23 454.37 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35576.95 INPUT Description: Station Elevation Data num= 108 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 663.91 21.02 663.63 21.67 663.62 78.05 662.99 80.48 662.97 82.62 662.96 84.47 662.94 86.21 662.93 92.04 662.87 93.91 662.86 97.28 662.82 98.15 662.8 100.17 662.78 102.56 662.75 104.89 662.71 113.19 662.63 114.46 662.63 116.69 662.61 117.64 662.61 118.86 662.6 119.76 662.59 120.81 662.59 121.94 662.58 122.84 662.58 124.45 662.57 125.33 662.56 127.69 662.56 130.44 662.55 131.29 662.54 133.92 662.53 134.71 662.52 136.84 662.52 138.67 662.51 139.45 662.51 154.92 662.44 160.2 662.39 161.69 662.37 165.13 662.35 165.59 662.34 166.02 662.34 170.78 662.31 171.19 662.31 171.65 662.3 172.14 662.3 176.32 662.29 176.79 662.28 177.57 662.28 178.77 662.27 198.11 662.26 201.41 662.27 201.85 662.27 203.38 662.26 207.98 662.26 210.01 662.27 211.7 662.27 237.56 662.22 238.6 662.21 241 662.21 241.31 662.2 265.18 662.18 269.25 662.17 269.67 662.16 272.83 662.15 273.28 662.15 278.37 662.13 281.39 662.13 281.81 662.12 294.61 662.09 294.93 662.08 305.76 662.05 305.95 662.05 312.77 662 517.5 662 609.62 660.35 612.16 660.35 615.14 660.31 616.69 660.31 617.3 660.3 617.86 660.3 620.34 660.28 620.74 660.28 622.98 660.27 635.03 660.24 635.44 660.25 646.74 660.24 650.23 660.95 703.69 661.13 754.53 660.6 805.56 660.57 865.17 659.45 878.13 656.17 893.35 654.05 895.52 653.98 903.39 653.77 903.75 654.1 905.15 654.31 918.07 656.39 933.42 658.82 980.91 659.19 991.88 661.33 1010.24 661.58 1061.05 661.98 1492.9 662 1522.81 662.3 1524.14 662.31 1533.08 662.4 1649.31 664 1737.12 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 865.17 .035 980.91 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 865.17 933.42 45.49 45.71 45.55 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35531.24 INPUT Description: Upstream of Rd Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 929.7 1099.17 23.83 39.07 24.96 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 35510 INPUT Description: FM 2164 Distance from Upstream XS = .01 Deck/Roadway Width = 39 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Coeff Contr. Expan. 929.7 1099.17 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Downstream Bridge Cross Section Data Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Coeff Contr. Expan. 989.87 1019.44 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 3 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 39 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 653.9 Centerline Stations Sta. Sta. Sta. Sta. 1003.81 1011.4 1018.89 1026.43 Downstream Elevation = 653.76 Centerline Stations Sta. Sta. Sta. Sta. 993.37 1000.9 1008.45 1015.94 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35492.17 INPUT Description: Downstream Rd Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 989.87 1019.44 676 675.62 572.78 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 34816.55 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656 12.28 656 20.06 655.85 20.79 655.84 38.79 655.5 42 655.45 43.74 655.41 50.55 655.29 51.96 653.62 104.47 652.19 156.03 651.12 205.69 648.55 206.03 647.33 206.33 646.8 206.74 646.58 211.64 646.75 212.1 647.76 213.13 649.09 247.83 651.21 286.46 655.87 315.14 656.34 355.03 656.89 404.89 657.33 405.38 657.94 405.85 657.95 406.16 657.95 408.09 658 501.59 658 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 205.69 .037 213.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 205.69 213.13 850.79 909 926.86 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33841.53 INPUT Description: Station Elevation Data num= 70 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 650.86 24.58 650.99 29.57 650.9 30.06 650.92 31.5 650.88 33.13 650.84 34.48 650.8 34.84 650.79 36.5 650.75 38 650.7 39.52 650.66 40.14 650.66 41.91 650.62 42.84 650.62 45.03 650.58 47.49 650.54 48.42 650.54 50.74 650.5 50.88 650.5 58.79 650.26 59.2 650.26 62.05 650.14 65.09 650 65.61 649.95 65.83 649.92 70.36 649.45 74.13 649 75.96 648.79 77.07 648.67 78.59 648.48 79.07 650.08 125 646.958 200.31 641.84 204.67 640.91 206.2 639.94 210.17 639.94 218.72 639.99 226.84 640.01 234.84 640.06 243.22 640 248.68 639.98 249.4 640.93 291 646.803 304.37 648.69 306.3 648.68 312.16 649.1 314.39 649.25 314.58 649.26 316.95 649.44 317.15 649.45 319.01 649.56 322.22 649.76 323.01 649.82 326.05 650 328.56 650.06 328.8 650.07 342.64 650.44 345.72 650.53 347.22 650.57 349.8 650.65 350.51 650.67 351.57 650.71 353.94 650.78 354.49 650.8 367.14 651.19 370.62 651.31 391.82 651.98 391.97 651.98 392.62 652 402 652 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 200.31 .037 249.4 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 200.31 249.4 67.37 27.9 24.26 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33813.63 INPUT Description: in stream weir (conveyance at cross section) Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 244.19 639.961 281.61 639.961 317.26 645.937 360.53 646.065 377.53 645.947 385.94 645.979 386.12 650.892 387.47 650.92 387.72 650.116 408.41 650.055 418.11 648.77 422.22 648.888 426.06 648.909 433.57 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 317.26 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.12 1 1 1 .3 .5 INLINE STRUCTURE RIVER: Cooper Creek REACH: Reach1 RS: 33813 INPUT Description: Distance from Upstream XS = .01 Deck/Roadway Width = .5 Weir Coefficient = 3.1 Weir Embankment Coordinates num = 2 Sta Elev Sta Elev 220.93 645.95 385.94 645.98 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Weir crest shape = Broad Crested CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33812.88 INPUT Description: in stream weir Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 243.06 639.959 280.36 639.959 315.94 645.937 359.21 646.065 376.21 645.947 384.62 645.979 384.8 650.892 386.15 650.92 386.4 650.116 407.09 650.055 416.79 648.77 420.9 648.888 424.74 648.909 432.25 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 315.94 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.15 18.05 54.08 64.88 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33758.79 INPUT Description: Xsection 52110 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 .2 287 647.8 370 649.9 436 648.5 468 641.4 470 641. .8 557 647.8 570 648.1 574.8 651.68 578.85 651.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 436 .037 557 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 436 557 585.22 633.14 617.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33125.66 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646 81.51 646 90.74 644.98 94.99 644.91 105.67 643.07 132.55 638.37 145.16 637.24 145.86 637.05 150.57 637.01 154.6 637.01 155.26 637.15 159.84 637.97 166.38 638.94 175.44 640.35 186.92 643.64 192.82 643.93 196.92 644.03 227.98 647.82 230.82 645.72 231.36 645.75 231.82 645.77 232.19 645.78 232.44 645.8 232.95 645.82 233.17 645.82 238.47 645.73 238.89 645.75 239.3 645.76 243.11 645.68 243.59 645.69 245.26 645.74 245.57 645.75 245.85 645.76 246.07 645.76 246.24 645.77 246.42 645.77 246.61 645.78 246.8 645.78 249.08 645.73 249.32 645.74 249.51 645.74 250.27 645.76 250.47 645.76 267.04 645.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 94.99 .037 186.92 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 94.99 186.92 949.81 1045.88 929.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32079.78 INPUT Description: Station Elevation Data num= 68 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 .19 644 1.19 643.99 86.58 643.29 89.78 643.27 253.01 642.08 253.51 642.07 262.59 642 367.7 640.59 418.46 641.23 599.19 641.24 620.74 639.84 645.99 637.11 664.91 633.03 667.91 632.59 668.94 632.21 674.01 632.4 683.4 632.07 684.13 632.34 685.07 632.41 701.12 633.43 705.12 635.55 708.87 637.65 716.82 638.54 766.24 640.66 773.02 640.86 773.51 641.15 777.26 641.25 788.43 641.49 790.11 641.51 791.47 641.53 792.56 641.54 796.04 641.59 801.1 641.65 801.7 641.66 806.05 641.71 806.55 641.72 810.77 641.76 811.24 641.77 815.24 641.81 815.69 641.82 819.45 641.86 823.22 641.89 823.48 641.9 827.38 641.93 827.53 641.93 831.77 641.96 831.83 641.96 835.82 642 1145.16 642 1224.55 643.24 1230.84 643.28 1236.05 643.3 1237.59 643.3 1241.26 643.32 1242.65 643.34 1244.08 643.34 1245.19 643.35 1247.01 643.36 1259.45 643.46 1260.27 643.47 1263.52 643.49 1296.32 643.85 1300.18 643.9 1304.18 643.96 1304.28 643.96 1308.33 644 1309.28 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 599.19 .037 773.51 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 599.19 716.82 51.71 33.93 86.3 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32045.85 INPUT Description: upstream Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 839.15 17.79 53.49 1.35 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 32020 INPUT Description: Stuart Distance from Upstream XS = .01 Deck/Roadway Width = 48.9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 839.15 639.5 1000 640.156 Upstream Bridge Cross Section Data Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Coeff Contr. Expan. 641.74 839.15 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 806.73 639.5 1000 640.156 Downstream Bridge Cross Section Data Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Coeff Contr. Expan. 641.74 806.73 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 7 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 48.9 .013 .013 0 .5 1 Number of Barrels = 3 Upstream Elevation = 630.85 Centerline Stations Sta. Sta. Sta. 729.75 737.73 746.93 Downstream Elevation = 630.83 Centerline Stations Sta. Sta. Sta. 737.26 745.95 754.61 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31992.36 INPUT Description: downstream Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 806.73 634.26 711.16 512.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31281.2 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 6.52 640 147.16 638 439.4 638 500.56 637.48 507.17 637.44 508.82 637.42 513.68 637.39 515.38 637.37 518.91 637.35 547.09 637.14 550.95 637.1 643.19 636.52 654.44 636.52 655.83 636.51 659.05 636.51 659.7 636.5 661.1 636.5 686.99 636.53 687.83 636.54 690.27 636.54 692.11 636.55 692.83 636.55 705.15 636.66 706.1 636.65 776.23 636.74 777.73 636.74 780.88 636.72 782.51 636.72 786.14 636.7 851.06 636 953.39 636 954.44 635.04 994.43 634.93 1030.69 636.07 1112.51 636 1120.75 634.43 1138.42 632.11 1142.13 632.09 1142.48 631.43 1178.26 631.4 1189.56 631.44 1198.96 630.86 1202.73 630.05 1205.18 629.69 1206.6 629.24 1207.8 629.05 1209.96 628.78 1211.18 628.84 1211.91 629.54 1225.45 631.59 1230.56 634.73 1234.5 635.22 1239.6 636 1252.06 637.24 1253.88 637.38 1255.14 637.48 1255.35 637.5 1259.33 637.87 1259.93 637.92 1261.48 638 1299.91 638 1325.2 639.02 1330.21 639.25 1333.33 639.34 1336.67 639.5 1338.17 639.58 1339.8 639.63 1340.07 639.64 1341.33 639.68 1342.39 639.71 1342.62 639.73 1344.52 639.81 1347.5 639.97 1348.13 640 1371.45 641.44 1380.32 642 1451.67 642 1456.6 640.94 1461.04 640 1462.4 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1112.51 .042 1239.6 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1112.51 1239.6 1036.43 890.18 940.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30391.02 INPUT Description: Station Elevation Data num= 118 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 641.9 3.99 641.82 4.38 641.81 4.74 641.8 8.98 641.71 9.58 641.7 29.86 641.24 33.32 641.17 44.36 640.93 49.87 640.8 54.72 640.7 59.74 640.58 81.8 640 83.56 640 85.42 639.87 87.33 639.72 98.62 639.71 99.46 639.7 112.28 639.43 188.13 638.46 239.87 638 249.84 638 307.41 637.33 308.93 637.31 312.88 637.27 314.7 637.24 384.48 636.49 386.13 636.49 387.37 636.48 387.79 636.48 391.35 636.44 392 636.44 392.99 636.43 394.13 636.43 406.5 636.33 407.36 636.32 408.04 636.31 409.31 636.31 409.85 636.3 410.37 636.3 411.42 636.28 411.8 636.28 487.71 636 611.43 636 634.25 635.87 636.2 635.89 636.31 635.89 639.57 635.87 639.75 635.87 639.99 635.86 640.3 635.85 645.44 635.78 645.98 635.76 646.66 635.75 652.93 635.63 654.13 635.6 665.52 635.36 667.69 635.33 672.03 635.23 675.38 635.17 679.73 635.08 682.58 635.05 684.06 635.02 685.28 634.99 688.11 634.96 689.29 634.93 690.55 634.89 692.91 634.89 694.37 634.85 695.71 634.81 697.59 634.81 699.01 634.82 700.1 634.78 701.3 634.79 719.28 634.41 720.82 634.41 769.35 634 873.91 634 982.69 632.27 985.44 632.19 985.84 632.19 990.92 632 1038.93 632 1063.92 633.53 1073.14 634 1216.26 634 1217.61 634.21 1241.47 633.51 1257.87 630.72 1274.99 630.41 1292.35 630.3 1294.13 630.23 1296.12 630.66 1300.4 630.61 1304.03 630.53 1308.56 630.93 1327.65 629.93 1390.06 626.22 1400.95 628.3 1430.48 629.59 1467.15 630.92 1481.48 635.38 1499.96 636.05 1503.46 636.61 1505.06 636.72 1507.09 636.87 1510.08 637.07 1514 637.37 1515.65 637.49 1522.18 638 1524.11 638.13 1525.06 638.19 1547.99 639.71 1548.12 639.72 1550.26 639.87 1552.25 640 1582.54 641.73 1584.84 641.87 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1241.47 .042 1481.48 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1241.47 1481.48 232.82 51.93 52 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1241.47 633.51 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30339.09 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 96 96.25 97 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 30315 INPUT Description: Sherman Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 95 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Upstream Bridge Cross Section Data Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F Downstream Deck/Roadway Coordinates num= 11 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 631 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50. . .5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30242.84 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 400 632 620 631. .5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 389 389 289 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29853.37 INPUT Description: Xsection 48040 from C21COOP Aug '83 Station Elevation Data num= 79 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 632 193.83 632 288.81 630.69 289.04 630.69 292.89 630.59 297.18 630.5 301.07 630.41 301.29 630.41 304.92 630.33 322.63 630 458.4 630 459.76 629.98 459.82 629.98 462.91 629.92 463.1 629.92 592.38 628 667.03 628 668.03 627.98 668.09 627.98 668.47 627.97 673.76 627.86 674.94 627.83 701.75 627.25 706.68 627.16 718.09 626.92 720.79 626.87 728.38 626.71 730.1 626.67 758.05 626.08 761.5 626 774.52 624.35 777.36 621 814.24 621 821.31 624.92 830.43 626 831.62 626.27 835.56 627.15 839.33 628 849.24 629.62 851.79 630 862.13 630.38 873.01 630.71 875.88 630.78 877.6 630.79 880.48 630.86 882.97 630.93 884.8 630.92 886.92 630.98 890.3 631.06 890.89 631.07 892.62 631.06 893.24 631.08 903.06 631.02 966.44 632 1007.92 632 1043.76 633.23 1047.98 633.38 1068.15 634 1069.92 634.07 1070.05 634.07 1077.14 634.32 1081.99 634.47 1082.62 634.48 1083.43 634.51 1084.7 634.55 1088.29 634.65 1092.42 634.78 1096.28 634.91 1097.62 634.96 1098.63 634.99 1100.04 635.04 1100.93 635.07 1102.23 635.11 1103.13 635.15 1105.65 635.23 1106.37 635.25 1111.16 635.4 1112.09 635.44 1113.45 635.48 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 758.05 .042 830.43 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 758.05 830.43 836.61 616.07 554.61 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29237.29 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 627.39 1.43 627.37 2.02 627.37 6.2 627.31 7.02 627.31 141.22 626.44 151.41 626.34 152.93 626.33 170.36 626.16 183.64 626.08 183.69 626.08 185.3 626.06 187 626.04 189.09 626.03 191.7 626.01 192.42 626 242.13 626 346.64 624.8 347.76 624.79 348.25 624.78 395.43 624.47 458.21 624 520.39 622.72 568.76 624.38 614.22 625 657.49 625 668.94 621.78 678.37 617.84 689.67 617.16 691.06 616.99 691.85 616.75 692.79 616.39 694.88 615.76 698.76 615.14 703.33 615.73 706.09 615.92 708.48 616.19 709.48 616.82 710.61 616.98 711.67 617.24 712.72 617.28 723.89 621.88 738.2 625.65 760.17 626.77 770.93 626.78 812.87 627.39 840.1 628 846.92 628 847.84 628.03 847.91 628.03 858.48 628.35 859.24 628.37 864.59 628.53 865.79 628.55 871 628.72 872.73 628.74 879.66 628.86 887.8 629.09 892.76 629.22 894.05 629.24 905.62 629.47 935.43 630 966.78 630 984.26 630.7 1010.81 631.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 657.49 .047 738.2 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 657.49 738.2 825.52 1013.62 1026.54 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28223.67 INPUT Description: Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 5.4 626 33.62 625.5 34.37 625.5 35.34 625.49 38.36 625.45 39.68 625.45 46.33 625.39 49.39 625.37 52.56 625.31 54.28 625.3 65.89 625.21 67.71 625.19 75.41 625.13 95.23 624.84 165.7 624 188.37 624 194.83 623.73 196.01 623.7 214.77 622.94 218.67 622.79 224.01 622.61 225.87 622.59 227.72 622.53 230.41 622.46 249.32 622.5 249.81 622.52 250.22 622.54 250.55 622.55 251.14 622.57 252.49 622.59 252.81 622.6 253.21 622.6 253.85 622.61 255.59 622.67 256.78 622.68 260.89 622.7 263.26 622.79 268.28 622.83 270.33 622.85 273.17 622.94 274.9 622.95 277.34 623.04 283.22 623.22 306.66 623.38 308.39 623.42 312.24 623.46 313.58 623.49 314.39 623.5 319.52 623.61 320.14 623.62 323.01 623.63 323.96 623.65 324.56 623.66 325.22 623.68 325.86 623.69 326.43 623.7 330.28 623.78 330.8 623.79 331.3 623.79 331.76 623.8 332.15 623.8 332.46 623.81 332.9 623.81 362.42 623.69 363.07 623.68 366.33 623.66 367 623.66 368.54 623.64 372.86 623.6 454.81 622.5 459.08 622.45 491.55 622.02 491.6 622.02 493.15 622 641.84 622 664.37 621.83 721.63 621.6 740.77 621.62 741.67 621.61 745.45 621.61 750.66 621.57 753.8 621.56 754.75 621.56 798.14 620.71 841.69 619.53 859.29 619.58 876.23 619.39 878.87 619.37 908.83 620.13 1010.27 619.86 1023.81 619.34 1048.19 612.24 1050.82 611.45 1058.82 611.7 1061.19 612.21 1089.42 617.47 1103.28 622.56 1128.23 624.35 1134.84 624.59 1141.55 624.71 1175.17 624.75 1193.47 625.23 1207.18 626.84 1223.47 627.09 1259.16 627.3 1283.51 627.55 1292.41 628.16 1338.51 628.52 1340.39 629.02 1342.73 629.09 1344.92 629.12 1345.47 629.13 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1010.27 .047 1103.28 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1010.27 1103.28 61.31 53.4 65.86 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28170.27 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1204.34 1340.8 8.84 53.02 2.81 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 28145 INPUT Description: E. Windsor Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 52 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1204.34 620.9 1345.83 623.29 Upstream Bridge Cross Section Data Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Coeff Contr. Expan. 1204.34 1340.8 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1225.54 620.9 1368.75 623.29 Downstream Bridge Cross Section Data Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Coeff Contr. Expan. 1225.54 1368.75 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 52 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 611.84 Centerline Stations Sta. Sta. Sta. Sta. 1270.91 1279.83 1288.82 1297.79 Downstream Elevation = 611.67 Centerline Stations Sta. Sta. Sta. Sta. 1281.87 1290.8 1299.64 1308.64 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28117.26 INPUT Description: Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1225.54 1368.75 732.49 895.77 1050.69 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 27221.49 INPUT Description: Station Elevation Data num= 106 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 619.67 56.57 618.63 57.74 618.63 60.82 618.6 62.1 618.59 64.8 618.56 66.11 618.56 67.43 618.55 93.84 618.24 98.01 618.18 100.37 618.17 100.75 618.17 103.67 618.13 103.89 618.13 106.77 618.09 110.56 618.1 112.66 618.06 112.79 618.06 115.56 618.02 116.56 618 382.79 618 385.51 617.96 537.28 616.11 538.65 616.09 546.52 616 546.88 616 551.17 615.92 554.15 615.87 554.97 615.86 556.85 615.2 604.95 614.31 706.2 613.98 716.78 612.27 724.44 610.59 727.13 608.32 729.14 606.81 731.16 606.35 739.27 606.49 744.99 606.23 749.38 606.61 750.05 606.9 753 609.41 757.05 611.99 765.94 614.11 782.76 615.85 784.67 616.21 788.64 616.25 792.64 616.26 808.15 616.05 835.5 618.73 870.04 620.73 912.11 621.01 913.56 621.1 914.68 621.09 916.64 621.09 918.83 621.17 920.15 621.17 921.64 621.16 923.37 621.22 925.64 621.22 927.18 621.27 930.05 621.27 931.8 621.31 933.17 621.32 935.55 621.36 937.04 621.37 939.96 621.42 941.47 621.43 944.7 621.46 946.17 621.48 947.58 621.49 950.84 621.5 957.42 621.5 959.84 621.49 964.82 621.49 965.61 621.5 971.79 621.52 972.43 621.53 975.48 621.54 976.11 621.55 980.09 621.57 980.79 621.58 982.74 621.59 983.43 621.6 984.02 621.61 986.66 621.62 987.11 621.63 987.51 621.63 987.96 621.64 991.29 621.64 991.87 621.65 995.7 621.64 996.41 621.66 1000.52 621.63 1001.38 621.65 1005.57 621.61 1006.59 621.63 1007.5 621.65 1011.82 621.58 1012.71 621.6 1013.34 621.61 1014.27 621.63 1014.8 621.64 1019.45 621.56 1021.03 621.58 1069.64 621.81 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 556.85 .058 782.76 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 556.85 782.76 920.48 1029.82 923.33 .2 .4 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26191.66 INPUT Description: Station Elevation Data num= 54 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 3.73 618 4.77 617.99 21.73 617.8 23.79 617.77 87.45 617.04 93.5 616.98 96.46 616.94 104.99 616.86 107.08 616.83 143.05 616.48 144.15 616.46 191.44 616 375.99 616 670.72 614.28 680.03 614.15 688.23 613.91 692.7 609.4 711.46 608.58 722.83 605.94 731.95 601.23 733.71 600.62 747.47 600.6 748.29 601.19 757.1 603.07 774.33 606.33 819.41 606.64 873.56 607.62 892.28 611.03 896.46 611.32 913.91 611.55 930.55 611.54 967.13 615.11 970.97 614 994.15 614 1036.92 615.19 1038.88 615.22 1043.75 615.37 1048.05 615.49 1049.51 615.52 1053.41 615.64 1054.83 615.67 1059.56 615.81 1061.53 615.85 1066.38 616 1078.09 616.87 1094.39 618 1122.58 620 1124.44 620.08 1170.79 621.96 1171.07 621.97 1171.23 621.98 1171.8 622 1171.86 622 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 692.7 .058 892.28 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 711.46 892.28 65.29 50.62 57.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26141.04 INPUT Description: Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 730.53 888.54 3.51 43.93 1.56 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 26118 INPUT Description: Nottingham Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 43 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 730.53 611.19 888.54 610.23 1050.72 612.376 Upstream Bridge Cross Section Data Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Coeff Contr. Expan. 730.53 888.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 752.54 611.19 912.83 610.23 1019.87 611.19 Downstream Bridge Cross Section Data Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Coeff Contr. Expan. 755.01 912.83 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 43 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 601.26 Centerline Stations Sta. Sta. Sta. Sta. 797.5 806.23 814.41 823.41 Downstream Elevation = 601.09 Centerline Stations Sta. Sta. Sta. Sta. 820.34 829.03 837.71 846.44 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26097.11 INPUT Description: Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 755.01 912.83 1217.18 1242.13 1039.66 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24854.98 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 608 216.64 608 229.54 607.95 233.32 608 245.42 608 251.13 607.79 251.91 607.76 253.04 607.7 254.87 607.59 258.17 607.4 265.86 606.94 273.41 606.51 281.68 606 362.28 606 363.45 606.06 413.51 605.73 423.63 604.21 433.43 600.84 453.63 600.08 470.1 597.23 474.09 595.74 475.94 593.39 478.07 593.18 479.43 591.98 486.41 592.19 489.31 592.61 490.16 593.07 492.21 594.44 494.34 596.1 495.96 598.33 510.16 600.79 538.31 601.31 541.23 601.43 556.59 602 562.59 602 567.91 602.42 569.98 602.53 574.66 602.87 587.79 603.58 589.98 603.72 595.22 604 598.12 604.46 600.81 605 603.53 605.49 605.76 606 612.67 607.49 615.16 608 620.67 609.59 622.27 610 626.5 610.26 630.58 610.52 632.32 610.6 636.3 610.83 640.12 611.06 642.71 611.14 645.68 611.3 651.52 611.47 653.24 611.56 656.67 611.66 659.03 611.76 662.6 611.86 662.9 611.87 663.25 611.88 667.29 611.97 668.47 612 671.71 612.24 672.16 612.29 675.39 612.53 676.02 612.59 677.96 612.75 678.52 612.8 678.91 612.84 680.24 612.96 680.85 613 681.99 613.12 682.45 613.13 683.56 613.25 684.41 613.23 685.42 613.34 686.96 613.29 687.87 613.38 690.17 613.29 691.02 613.36 691.65 613.42 694.42 613.33 695.08 613.38 696.21 613.44 696.81 613.47 699.64 613.41 700.43 613.44 702.56 613.4 728.27 613.92 728.47 613.93 730.27 614 733.25 614.22 736.78 614.46 738.36 614.59 742.81 614.89 746 615.18 749.07 615.39 754.21 615.92 754.39 615.94 754.97 616 761.36 617 764.95 617.57 767.76 618 771.26 618.47 774.37 618.88 776.08 619.08 782.39 620 782.79 620.02 788.62 620.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 453.63 .047 510.16 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 453.63 510.16 453.38 708.43 636.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24146.55 INPUT Description: Upstream Burning Tree Ln Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 463.88 536.84 16.61 46.9 82.04 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 24130 INPUT Description: Burning Tree Ln Distance from Upstream XS = 16 Deck/Roadway Width = 28 Weir Coefficient = 2.9 Upstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 715 606.35 Upstream Bridge Cross Section Data Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Coeff Contr. Expan. 463.88 536.84 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F Downstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 730 606.35 Downstream Bridge Cross Section Data Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Coeff Contr. Expan. 480.32 567.79 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9.5 35 FHWA Chart # 10- 90 degree headwall; Chamfered or beveled inlet FHWA Scale # 1 - Inlet edges chamfered 3/4 inch Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 16 28 .013 .047 0 .5 1 Number of Barrels = 2 Upstream Elevation = 591.5 Centerline Stations Sta. Sta. 482.5 518.5 Downstream Elevation = 590.67 Centerline Stations Sta. Sta. 505 541 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24099.6 INPUT Description: Added cross section for Burning Tree Bridge Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 480.32 567.79 33.22 93.8 164.08 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24005.85 INPUT Description: Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 606 10.72 606 21.44 605.86 32.16 605.65 42.88 605.45 53.6 605.27 64.32 605.08 75.04 604.9 85.76 604.69 96.48 604.48 107.2 604.27 117.92 604.08 128.65 604 139.37 603.92 150.09 603.83 160.81 603.64 171.53 603.41 182.25 603.18 192.97 602.95 203.69 602.72 214.41 602.48 225.13 602.25 235.85 602.05 246.57 602 257.29 602 268.01 602 278.73 602 289.45 602 300.17 602 310.89 602 321.61 602 332.33 602 343.05 602 353.77 602 364.49 602 375.22 601.96 385.94 601.86 396.66 601.75 407.38 601.63 422.16 600.97 454.03 600.43 484.98 601.28 513.19 601.11 533.68 596.59 550.39 592.21 588.05 591.72 589.3 591.25 590.21 590.88 590.98 590.33 593.96 590.32 598.23 590.76 599.77 590.87 602.4 591.36 606.18 591.64 617.78 596.92 629.7 601.59 648.18 602.7 690.63 604.51 693.99 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 513.19 .047 629.7 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 513.19 629.7 7100.31 1115.97 1016.31 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22889.88 INPUT Description: Station Elevation Data num= 46 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.2 2.21 601.17 4.83 601.15 10.7 601.07 11.98 601.05 15.31 601.02 16.02 601.01 25.22 600.94 29.52 600.9 32.23 600.88 222.36 601.52 243.83 600.54 262.35 600.08 262.78 597.09 277.38 596.71 286.04 594 292.46 593.45 310.53 589.5 320.44 588.34 326.3 586.7 340.59 585.88 348.48 585.44 353.15 586.76 357.44 590.12 370.97 594.29 384.74 597.61 429.4 598.34 450.71 598.82 490.91 600.89 648.62 602 670.87 602 696.26 602.54 700.65 602.56 703.17 602.58 731.65 602.62 732.34 602.62 734.56 602.6 735.94 602.6 738.21 602.61 739.75 602.59 742.43 602.6 744.1 602.59 745.68 602.57 756.48 602.57 758.34 602.56 771.29 602.61 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 277.38 .05 384.74 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 277.38 384.74 55.89 47.2 63.68 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22842.67 INPUT Description: upstream Old North Rd Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.63 8.15 49.11 1.36 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 22817 INPUT Description: Old North rd. Distance from Upstream XS = .01 Deck/Roadway Width = 49 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Upstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.63 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Downstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.62 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 49 .013 .013 0 .5 1 Number of Barrels = 6 Upstream Elevation = 585.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 270.05 280.8 291.5 302.09 312.79 323.42 Downstream Elevation = 584.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 271.06 281.77 292.61 303.22 313.99 324.82 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22793.56 INPUT Description: down Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.62 326.46 299.67 310.92 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22493.9 INPUT Description: Xsection 42020 from C21COOP Aug '83 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 400 596.5 440 584.9 457 585.4 492 594.7 500 595.4 600 599.1 700 600.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 400 .05 492 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 492 990.15 899.6 792.96 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 21594.3 INPUT Description: Station Elevation Data num= 84 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 1.14 600 3.09 599.93 3.45 599.92 9.79 599.69 11.32 599.62 17.55 599.38 19.62 599.29 24.38 599.1 26.34 599.01 29.5 598.89 31.37 598.8 33.51 598.72 35.7 598.61 37.18 598.55 40.09 598.41 41.05 598.37 45.24 598.16 48.29 598 64.96 597.28 69.62 597.07 75.5 596.82 93.84 596 147.94 594.36 149.65 594.3 159.53 594 210.57 592.53 212.13 592.48 214.07 591.82 255.41 589.44 286.72 592.21 311.65 591.07 332.58 587.23 341.07 585.6 352.12 585.83 382.14 582.73 385.85 582.76 387.29 582.22 388.3 581.95 389.04 581.04 392.63 581.03 395.62 581.44 396.07 582 396.39 582.26 397.2 582.58 402.94 583.47 437.98 589.72 471.11 590.27 504.22 591.23 522.56 593.83 523.39 594.32 524.15 594.37 525.26 594.45 535.56 595.16 538.49 595.34 543.32 595.66 547.23 595.85 547.63 595.87 547.87 595.89 548.03 595.9 550.72 596 571.01 596 575.09 595.85 575.47 595.85 577 595.83 577.45 595.82 577.82 595.81 584.39 595.59 585.1 595.57 586.15 595.55 587.6 595.5 589.56 595.44 592.18 595.35 602.02 594.99 618.76 594.31 625.86 594 717.17 594 785.9 595.54 808.03 595.98 809.13 596 869.69 597.43 889.43 597.86 896.58 598 901.58 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 311.65 .05 437.98 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 311.65 437.98 1077.2 1053.87 692.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 20540.43 INPUT Description: Station Elevation Data num= 151 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 597.81 12.05 597.52 13.61 597.49 16.47 597.42 18.59 597.36 20.41 597.33 25.46 597.2 28.25 597.12 30.37 597.09 42.84 596.79 45.02 596.75 52.16 596.66 55.87 596.59 58.05 596.57 59.05 596.55 59.62 596.54 59.95 596.53 60.2 596.53 62.18 596.52 64.74 596.46 66.69 596.46 68.2 596.42 69.67 596.4 71.85 596.39 73.17 596.37 75.74 596.37 76.88 596.35 77.8 596.34 80.83 596.34 81.55 596.33 88.8 596.33 89.41 596.32 96.01 596.32 96.58 596.31 98.4 596.31 99.36 596.32 99.92 596.32 100.49 596.31 103.23 596.27 103.84 596.27 150.98 596 186.64 596 213.74 595.55 261.65 594.88 286.4 594.46 289.37 593.89 342.47 592.69 393.33 591.15 409.36 588.2 415.47 584.82 420.42 584.16 425.98 582.44 456.55 582.68 461.42 577.89 462.51 576.71 467.64 576.93 472.18 577.26 472.99 577.87 474.2 579.13 477.43 581.9 505.38 583.56 521.5 585.29 538.7 586.98 574.13 588.07 574.69 588.74 577.53 588.86 585.98 589.19 587.83 589.25 593.92 589.49 595.87 589.55 598.02 589.63 602.01 589.76 602.88 589.79 604.45 589.83 606.51 589.87 606.93 589.88 609.69 589.93 613.01 590 613.67 590.03 613.77 590.04 618.43 590.27 622.45 590.48 624.14 590.56 627.44 590.73 632.47 590.97 634.04 591.05 637.31 591.2 638.45 591.27 642.03 591.44 650.41 592 650.61 592 651.68 592.07 654.31 592.27 654.6 592.27 670.11 592 713.67 592 722.57 591.16 725.75 590.82 729.28 590.49 733.1 590.09 733.39 590.06 734.05 590 790.49 590 804.24 590.81 806.94 590.96 812.04 591.27 817.33 591.52 819.5 591.65 827.9 592 959.16 592 967.65 592.15 1016.85 592.76 1018.06 592.76 1019.5 592.77 1020.98 592.77 1022.72 592.78 1024.75 592.8 1034.37 592.84 1037.71 592.86 1039.7 592.86 1044.36 592.88 1048.89 592.89 1065.2 592.87 1066.24 592.87 1066.67 592.88 1068.01 592.88 1146.3 593.82 1146.62 593.82 1149.12 593.87 1149.37 593.88 1154.26 594 1155.38 594 1192.06 596 1264.67 596 1270.54 596.2 1293.96 596.96 1297 597.05 1299.75 597.11 1302.18 597.18 1305.38 597.24 1308.2 597.32 1309.01 597.35 1319.01 597.53 1319.74 597.56 1326.48 597.68 1331.88 597.82 1337.39 597.9 1337.73 597.91 1342.77 597.98 1343.7 598 1370.15 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 393.33 .05 574.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 393.33 574.13 1174.67 1400.41 1266.92 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19140.02 INPUT Description: Station Elevation Data num= 223 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.79 624 86.03 623.6 87.58 623.42 89.93 623.13 90.88 623.01 91.76 622.91 92.38 622.86 93.35 622.77 97.02 622.37 97.73 622.31 100.63 622 102.85 621.69 105.99 621.27 108.59 620.91 109.88 620.74 110.42 620.66 110.71 620.62 114.29 620.11 114.35 620.1 114.43 620.09 114.53 620.08 115.07 620 118.06 619.54 120.16 619.21 122.95 618.78 124.28 618.57 128.03 618 128.23 617.97 128.29 617.95 128.41 617.92 131.17 617.37 132.12 617.17 134.97 616.39 135.24 616.33 135.45 616.27 135.65 616.21 136.42 616 141.23 614.46 142.71 614 144.66 613.4 148.55 612.24 149.31 612 152.97 610.94 153.66 610.75 154.02 610.65 154.37 610.55 156.48 610 158.56 609.55 161.09 608.99 163.51 608.49 165.93 608 167.34 607.72 168.14 607.58 170.46 607.14 173.47 606.54 174.31 606.37 175.94 606 178.55 605.4 180.3 604.94 181.99 604.5 183.83 604 185.31 603.55 187.18 603 188.96 602.46 190.62 602 193.88 601.14 195.72 600.66 196.4 600.48 198.02 600 203.9 598.67 206.89 598 208.49 597.58 215.13 596 215.19 595.98 217.18 595.41 221.97 594 223.03 593.73 224.1 593.46 229.78 592 233.06 591.27 234.6 590.94 237.6 590.29 238.9 590 242.33 589.3 244.59 588.82 248.62 588 250.54 587.7 251.9 587.47 253.42 587.22 257.67 586.53 258.45 586.39 260.65 586 260.72 586 262.5 585.92 263.85 585.87 264.15 585.86 267.33 585.74 267.9 585.73 268.52 585.73 269.25 585.72 275.19 585.52 279.38 585.46 280.76 585.45 288.2 585.24 316.27 584.57 318.42 584.55 320.06 584.52 321.92 584.52 338.66 584.38 339.13 584.16 386.4 584.04 478.63 584.03 525.35 583.85 532.94 580.3 538.62 579.94 546.27 575.05 548.59 573.64 562.57 574 564.18 575.14 567.95 578.31 572.71 578.61 581.08 583.75 605.85 582.96 618.22 580.07 640.17 583.78 677.6 584.57 777.06 589.45 777.73 590.05 780.36 590.11 780.81 590.11 789.22 590.29 854.33 591.14 855.36 591.15 858.24 591.15 861.3 591.16 862.88 591.16 864.37 591.17 867.7 591.18 872.3 591.18 875.76 591.2 877.03 591.2 880.52 591.21 884.51 591.21 885.44 591.22 886.86 591.22 888.68 591.23 891.89 591.23 895.99 591.25 898.93 591.24 900.79 591.25 921.97 591.27 923.91 591.28 928.57 591.27 929.87 591.27 931.59 591.28 932.8 591.27 934.23 591.28 948.99 591.2 950.5 591.19 951.76 591.19 958.86 591.1 960.56 591.07 962.53 591.04 963.88 591.03 966.05 591 968.31 590.96 970.55 590.93 972.81 590.89 976.18 590.87 981.05 590.85 982.34 590.85 984.43 590.81 990.86 590.81 995.91 590.84 997.67 590.81 998.98 590.82 1002.49 590.86 1004.22 590.83 1006 590.86 1007.71 590.88 1009.26 590.91 1010.55 590.93 1012.2 590.91 1013.23 590.93 1015.05 590.95 1017.79 590.95 1019.48 590.97 1021.99 590.95 1023.35 590.98 1024.81 590.96 1026.14 590.95 1027.24 590.92 1028.18 590.95 1029.12 590.93 1029.93 590.9 1053.64 590.69 1151.96 592 1220.16 592 1222.85 592.05 1223.18 592.05 1223.52 592.06 1226.58 592.12 1227.04 592.12 1236.17 592.29 1241.06 592.39 1253.17 592.62 1254.18 592.63 1254.96 592.64 1329.61 594 1389.69 594 1494.22 595.57 1498.95 595.65 1502.08 595.69 1506.58 595.76 1508.34 595.79 1509.86 595.81 1511.1 595.83 1512.06 595.84 1522.92 596 1558.95 596 1612.08 596.33 1683.1 596.63 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 525.35 .05 581.08 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 525.35 581.08 75.05 61.53 118.11 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19078.49 INPUT Description: Upstream Mingo Rd Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 618.05 22.03 35.58 17.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 19058 INPUT Description: Mingo rd. Distance from Upstream XS = .01 Deck/Roadway Width = 35.57 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Upstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 618.05 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Downstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 617.3 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 2 Culvert Name Shape Rise Span Culvert #1 Box 4 5 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.56 .013 .013 0 .5 1 Upstream Elevation = 578.02 Centerline Station = 568.81 Downstream Elevation = 577.12 Centerline Station = 575.81 Culvert Name Shape Rise Span Culvert #2 Box 7 9 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.57 .013 .013 0 .5 1 Number of Barrels = 2 Upstream Elevation = 575.02 Centerline Stations Sta. Sta. 577.81 590.19 Downstream Elevation = 574.12 Centerline Stations Sta. Sta. 584.92 597.09 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19042.91 INPUT Description: DS Mingo Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 617.3 56.78 45.71 30.61 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18997.21 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 29.55 30.06 27.88 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 18975 INPUT Description: Mingo RR Distance from Upstream XS = .01 Deck/Roadway Width = 15 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Upstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Downstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 6 Pier Data Pier Station Upstream= 631.73 Downstream= 631.73 Upstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Downstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Pier Data Pier Station Upstream= 644.36 Downstream= 644.36 Upstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Downstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Pier Data Pier Station Upstream= 657.1 Downstream= 657.1 Upstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Pier Data Pier Station Upstream= 670.41 Downstream= 670.41 Upstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Pier Data Pier Station Upstream= 682.79 Downstream= 682.79 Upstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Downstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Pier Data Pier Station Upstream= 694.98 Downstream= 694.98 Upstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Downstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18967.14 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 64.74 370.18 603.82 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18596.96 INPUT Description: Station Elevation Data num= 73 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 623.94 10.43 623.23 20.87 621.41 31.3 618.34 52.17 611.2 73.03 604.36 83.47 600.31 93.9 596.62 104.33 593.55 114.76 591.19 125.2 589.2 135.63 587.67 146.06 586.88 156.5 586.43 166.93 586.09 177.36 585.98 187.8 585.7 208.66 584.85 219.1 584.46 229.53 584.11 239.96 584.45 250.4 585.17 260.83 585.36 271.26 586.29 281.7 586.29 296.61 588.57 308.31 588.65 320.02 588.46 331.73 586.34 343.44 585.02 355.15 584.2 366.86 583.88 378.57 583.75 390.27 583.71 407.28 583.45 417.32 583.14 437.4 582.6 447.44 582.35 453.91 581.56 546.77 579.67 564.06 571.11 566.15 569.81 568.8 569.05 573.67 568.25 578.28 569.17 582.85 569.8 586.88 570.3 587.63 571.53 593.53 576.39 621.41 579.51 743.22 581.33 839.09 581.29 935.93 581.8 948.11 582.44 960.94 582.75 973.77 583.12 986.6 583.6 999.43 584.49 1012.26 585.88 1025.08 587.43 1037.91 587.96 1050.74 588.12 1102.06 588.44 1166.21 588.64 1191.87 588.69 1217.53 588.8 1279.04 589.15 1291.8 589.25 1368.4 590.04 1381.16 590.14 1393.93 590.27 1406.69 590.37 1472.29 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 546.77 .078 621.41 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 546.77 621.41 19.72 73.31 220.7 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18523.65 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 10.49 623.89 73.42 624 104.89 624.3 272.72 623.66 293.69 622.5 355.01 621.76 457.5 620.25 545.7 578.84 568.63 571.93 571.16 571.07 581.09 569.87 585.48 570.67 596.08 569.71 600.92 570.48 601.62 571.93 608.82 574.27 670.58 614.17 722.19 612.07 829.98 606.55 881.59 603.48 935.14 600.58 991.75 597.69 1008.47 596.46 1015.96 594 1046.28 594 1052.89 593.85 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 457.5 .078 670.58 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 457.5 670.58 141.26 289.13 253.85 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18234.52 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .48 50 622.46 60 620.21 70 616.46 80 608.77 90 600.7 100 596.25 110 593.16 120 590.46 130 588.59 140 587.88 150 587.48 154.71 585.77 167.75 588 181.11 588.13 199.51 587.52 221.34 583.91 236.69 584.08 265.39 594.71 270.57 594.75 295.93 585.08 327.56 584.5 346.57 581.35 349.89 581.16 372.18 582.97 406.34 583.82 444.9 583.5 498.08 584.19 553.06 584.01 615.76 582.4 651.27 581.19 665.97 577.07 677.85 574.86 728.82 574.49 773.24 573.88 821.81 574 858.66 574.41 878.05 574.58 883.12 573.38 884.26 571.9 885.36 570.97 885.94 570.55 902.98 570.63 920.21 570.88 921.01 571.18 923.3 572.39 925.27 574.86 933.62 575.23 952.67 579.33 972.22 581.18 980.9 580.82 991.01 581.18 1001.13 581.68 1011.24 582.56 1021.35 583.77 1028.24 585.63 1038.34 589.03 1048.44 591.2 1058.55 591.87 1068.65 591.98 1088.85 592 1100.31 591.81 1101.1 591.83 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 878.05 .078 952.67 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 878.05 952.67 999.26 491.49 234.57 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17743.03 INPUT Description: Upstream US Hwy 377 Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 647.54 852.94 201.26 230.1 336.42 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 17633 INPUT Description: US Hwy 377 Distance from Upstream XS = .01 Deck/Roadway Width = 213 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Upstream Bridge Cross Section Data Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Coeff Contr. Expan. 647.54 852.94 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Downstream Bridge Cross Section Data Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 586 144.77 586 151.06 585.9 153.24 585.88 282.79 584.11 286.71 584.07 295.11 584 302.42 583.84 302.78 583.83 305.58 583.76 308.14 583.71 311.2 583.63 317.96 583.47 319.83 583.41 324.55 583.31 326.76 583.23 331.03 583.14 333.05 583.07 338.93 582.95 340.52 582.9 342.34 582.87 343.67 582.83 344.91 582.8 347.02 582.77 349.85 582.75 351 582.72 352.19 582.71 353.51 582.69 355.31 582.65 356.06 582.64 358.57 582.58 362.01 582.49 362.91 582.47 363.49 582.46 367.75 582.35 368.8 582.33 373.84 582.21 374.15 582.2 375.14 582.19 375.39 582.19 380.35 582.07 380.54 582.07 383.72 582 386.1 581.96 391.24 581.91 395.3 581.89 395.54 581.88 398.61 581.88 400.77 581.87 401.09 581.85 402.82 581.83 403.33 581.8 405.25 581.74 407.62 581.68 408.69 581.62 411.37 581.53 413.87 581.46 416.01 581.39 417.92 581.3 419.66 581.24 420.93 581.21 421.8 581.18 422.65 581.17 424.98 581.05 427.94 581 430.01 580.9 431.98 580.86 433.22 580.8 433.97 580.75 434.55 580.71 436.26 580.6 437.72 580.57 441.1 580.31 441.84 580.29 445.46 580 445.93 579.93 446.86 579.8 447.24 579.72 447.53 579.66 451.54 579.06 451.78 579.02 452 578.99 452.53 578.94 453.92 578.8 455.55 578.62 458.53 578.32 459.08 578.28 459.46 578.25 461.85 578 463.4 577.87 463.65 577.83 467.14 577.51 468.03 577.37 469.96 577.19 471.62 576.96 473.74 576.79 475.99 576.5 476.71 576.43 479.32 576.11 479.5 576.09 480.22 576 481.75 575.84 483.65 575.66 484.06 575.62 485.34 575.53 486.43 575.5 486.97 575.47 488.22 575.48 488.81 575.47 490.54 575.51 491.16 575.52 493.63 575.58 494.25 575.59 497.1 575.66 497.64 575.67 500.26 575.71 500.73 575.71 502.59 575.7 503.04 575.69 503.72 564.82 625 564.82 625.85 575.09 626.15 575.14 626.56 575.24 628.48 575.16 629.34 575.29 630.7 575.24 631.89 575.38 632.9 575.36 642.16 575.98 642.28 576 646.34 576.63 648.01 576.78 650.66 577.15 653.69 577.36 654.93 577.51 659.74 578 661.99 578 662.78 578.07 662.86 578.06 663 578.06 663.1 578.05 663.16 578.05 665.03 578.2 665.33 578.19 665.62 578.19 682.04 578.32 722.37 578.51 723.55 578.49 725.52 578.48 728.87 578.36 729.65 578.35 730.59 578.35 733.84 578.23 734.45 578.23 737.75 578.12 738.01 578.11 741.37 578.01 741.63 578 859.84 578 861.53 578.06 861.66 578.06 861.77 578.07 867.33 578.27 867.67 578.28 875.17 578.55 880.26 578.71 880.95 578.74 883.72 578.82 884.22 578.83 885.58 578.89 908.01 579.85 909.04 579.89 911.54 580 921.88 581.41 926.12 582 926.79 582.09 927.91 582.25 935.67 583.32 940.51 584 982.52 584 982.81 584.02 982.95 584.04 992.95 584.92 1001.8 586 1006.24 586.93 1011.41 588 1014.92 588.96 1018.75 590 1019.42 590.19 1025.71 592 1027.05 592.42 1036.67 595.48 1038.33 596 1040.99 596.73 1045.56 598 1047.42 598.51 1052.95 600 1058.67 601.26 1062.09 602 1074.16 604 1078.2 604.28 1079.14 604.33 1084.78 604.71 1086.65 604.8 1093.34 605.18 1095.54 605.3 1097.71 605.37 1099.6 605.47 1101.02 605.54 1101.41 605.55 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 497.1 .078 631.89 .11 Bank Sta: Left Right Coeff Contr. Expan. 497.1 631.89 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 503.72 580.4 F 625 1101.41 580.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 10 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 213 .013 .013 0 .5 1 Number of Barrels = 10 Upstream Elevation = 567.46 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 688.76 701.15 713.48 726.01 738.35 750.85 763.2 775.42 787.99 800.68 Downstream Elevation = 564.82 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 508.72 520.94 532.98 545.31 557.46 570.25 582.52 594.96 607.38 620 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17512.92 INPUT Description: DS Hwy 377 Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 586 144.77 586 151.06 585.9 153.24 585.88 282.79 584.11 286.71 584.07 295.11 584 302.42 583.84 302.78 583.83 305.58 583.76 308.14 583.71 311.2 583.63 317.96 583.47 319.83 583.41 324.55 583.31 326.76 583.23 331.03 583.14 333.05 583.07 338.93 582.95 340.52 582.9 342.34 582.87 343.67 582.83 344.91 582.8 347.02 582.77 349.85 582.75 351 582.72 352.19 582.71 353.51 582.69 355.31 582.65 356.06 582.64 358.57 582.58 362.01 582.49 362.91 582.47 363.49 582.46 367.75 582.35 368.8 582.33 373.84 582.21 374.15 582.2 375.14 582.19 375.39 582.19 380.35 582.07 380.54 582.07 383.72 582 386.1 581.96 391.24 581.91 395.3 581.89 395.54 581.88 398.61 581.88 400.77 581.87 401.09 581.85 402.82 581.83 403.33 581.8 405.25 581.74 407.62 581.68 408.69 581.62 411.37 581.53 413.87 581.46 416.01 581.39 417.92 581.3 419.66 581.24 420.93 581.21 421.8 581.18 422.65 581.17 424.98 581.05 427.94 581 430.01 580.9 431.98 580.86 433.22 580.8 433.97 580.75 434.55 580.71 436.26 580.6 437.72 580.57 441.1 580.31 441.84 580.29 445.46 580 445.93 579.93 446.86 579.8 447.24 579.72 447.53 579.66 451.54 579.06 451.78 579.02 452 578.99 452.53 578.94 453.92 578.8 455.55 578.62 458.53 578.32 459.08 578.28 459.46 578.25 461.85 578 463.4 577.87 463.65 577.83 467.14 577.51 468.03 577.37 469.96 577.19 471.62 576.96 473.74 576.79 475.99 576.5 476.71 576.43 479.32 576.11 479.5 576.09 480.22 576 481.75 575.84 483.65 575.66 484.06 575.62 485.34 575.53 486.43 575.5 486.97 575.47 488.22 575.48 488.81 575.47 490.54 575.51 491.16 575.52 493.63 575.58 494.25 575.59 497.1 575.66 497.64 575.67 500.26 575.71 500.73 575.71 502.59 575.7 503.04 575.69 503.72 564.82 625 564.82 625.85 575.09 626.15 575.14 626.56 575.24 628.48 575.16 629.34 575.29 630.7 575.24 631.89 575.38 632.9 575.36 642.16 575.98 642.28 576 646.34 576.63 648.01 576.78 650.66 577.15 653.69 577.36 654.93 577.51 659.74 578 661.99 578 662.78 578.07 662.86 578.06 663 578.06 663.1 578.05 663.16 578.05 665.03 578.2 665.33 578.19 665.62 578.19 682.04 578.32 722.37 578.51 723.55 578.49 725.52 578.48 728.87 578.36 729.65 578.35 730.59 578.35 733.84 578.23 734.45 578.23 737.75 578.12 738.01 578.11 741.37 578.01 741.63 578 859.84 578 861.53 578.06 861.66 578.06 861.77 578.07 867.33 578.27 867.67 578.28 875.17 578.55 880.26 578.71 880.95 578.74 883.72 578.82 884.22 578.83 885.58 578.89 908.01 579.85 909.04 579.89 911.54 580 921.88 581.41 926.12 582 926.79 582.09 927.91 582.25 935.67 583.32 940.51 584 982.52 584 982.81 584.02 982.95 584.04 992.95 584.92 1001.8 586 1006.24 586.93 1011.41 588 1014.92 588.96 1018.75 590 1019.42 590.19 1025.71 592 1027.05 592.42 1036.67 595.48 1038.33 596 1040.99 596.73 1045.56 598 1047.42 598.51 1052.95 600 1058.67 601.26 1062.09 602 1074.16 604 1078.2 604.28 1079.14 604.33 1084.78 604.71 1086.65 604.8 1093.34 605.18 1095.54 605.3 1097.71 605.37 1099.6 605.47 1101.02 605.54 1101.41 605.55 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 497.1 .078 631.89 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 497.1 631.89 60 110 120 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 503.72 580.4 F 625 1101.41 580.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17500 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 812 585.6 848 583.1 861.68 580 908 567.7 936 566.2 1023 568.3 1048 575.4 1057 577.6 1085 578.7 1090 578.4 1110 577.8 .9 1240 577. . 1428 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 812 .11 861.68 .078 1057 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 861.68 1057 100 100 100 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17400 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 775 587.7 801 585.6 831 584.1 847 581.5 895 579. 1011 567.1 1043 578.9 1063 578.6 1110 577.9 1160 577.2 1190 576.8 1260 576.2 1310 576.9 1360 577.1 1418 577.8 1451 580.7 1465 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 775 .11 895 .078 1043 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17300 INPUT Description: GEES Section winter 2006 Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 710 589.9 780 589.3 808 584.7 830 582.5 880 579.4 974 574.9 980 565.9 1000 567.2 1010 574.3 1053 577.6 1080 578.5 1118 577.6 1162 577.3 1210 576.8 1250 576.7 1340 576.8 1489 577.3 1530 579.8 1545 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 710 .11 974 .078 1010 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17220 INPUT Description: Repeated Cross-section Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 710 589.66 780 589.06 808 584.46 830 582.26 880 579.16 974 574.66 980 565.66 1000 566.96 1010 574.06 1053 577.36 1080 578.26 1118 577.36 1162 577.06 1210 576.56 1250 576.46 1340 576.56 1489 577.06 1530 579.56 1545 584.76 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 710 .11 974 .078 1010 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 120 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17020 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 584.1 600 583.6 650 583.2 690 581. 774 578.5 780 579.5 814 579.8 829 577.7 856 577.5 900 576.6 943 576.7 979 574.7 987 565.6 990 565.1 1003 566.6 1014 574.5 1030 575. .2 1137 576.6 1177 576.3 1209 575.9 1250 575.1 1277 574.4 1290 570.9 1303 574.6 1330 575.4 .8 1654 580.1 1669 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 550 .11 943 .078 1050 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 300 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14598.35 INPUT Description: REPETED CROSSSECTION Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 921 580.6 963 579.2 981 574.3 984 574. .9 1026 576.2 1054 576.2 1092 575. .7 1243 574.5 1284 574.2 1344 574.2 1379 573.4 1385 572.6 1391 563.5 1410 563.5 1419 570.3 1430 571.8 1456 574.4 1514 574.2 1544 574.9 1564 575. .7 1714 577.8 1780 579.6 1899 581.5 1977 585.4 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 921 .11 984 .078 1026 .11 1379 .078 1456 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14550 INPUT Description: Repeated Cross-section Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 913 580.5 955 579. .9 1000 564.8 1018 576.1 1045 576.1 1084 575.6 1135 574.9 1198 574.6 1235 574.4 1275 574.1 1335 574.1 1370 573.3 1376 572.5 1383 563.4 1402 563.4 1409 570.2 1422 571.7 1450 574.3 1505 574.1 1518 574.8 1555 575.3 1605 575.9 1655 576.6 1705 577.7 1777 579.5 1890 581.4 1970 585.3 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 913 .11 975 .078 1018 .11 1370 .078 1450 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 150 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14500 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 913 580.1 955 578.7 975 573.6 991 563.5 1000 564.4 1018 575.7 1045 575.7 1084 575.2 1135 574.5 1198 574.2 1235 574 1275 573.7 1335 573.7 1370 572.9 1376 572. 1409 569.8 1422 571.3 1450 573.9 1505 573.7 1518 574.4 1555 574.9 1605 575.5 1655 576.2 1705 577.3 1777 579. .9 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 913 .11 975 .078 1018 .11 1370 .078 1450 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14400 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 527 583.6 667 583.3 767 581.2 867 577.8 877 577.1 913 576.8 940 575.2 963 574.7 980 571.2 987 563.2 1005 563.2 1017 573.5 1035 573.3 1068 573.9 1122 573. .6 1244 573.5 1278 573.8 1325 573.7 1385 573.7 1400 572.9 1426 572.1 1433 563 1452 563 1459 569.8 1472 571.3 1500 573.9 1555 573.7 1568 574.4 1605 574.9 1655 575.5 1705 576.2 1755 577.3 1827 579.1 1942 581 2020 584.1 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 527 .11 963 .078 1017 .11 1426 .078 1472 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14300 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 300 577.7 620 572.5 670 572.6 720 572.8 770 572.3 820 572.2 875 572.5 920 573.2 945 573.1 965 567.9 980 567.9 989 561.2 997 560.9 1010 561. .6 1075 571.6 1100 571 .7 1220 576.2 1270 577.1 1320 579 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 300 .11 945 .078 1035 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 850 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14200 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 260 577 300 575.9 350 575.1 400 573.6 450 572.3 500 571.8 550 571.4 600 571.9 650 572.4 705 571.4 745 571. 815 568.8 830 567.5 865 566.2 900 566.5 925 564.8 955 567.3 979 568.1 989 560.3 998 560.1 1007 560.8 1015 567.2 1025 567.9 1030 568.5 1043 574.2 1062 574.6 1095 576.3 1125 578.7 1200 584.74 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 260 .11 979 .078 1015 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 320 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14100 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 385 579 415 574.2 445 572.7 505 571.3 555 570. .8 705 570.3 760 569.9 815 571 838 570.6 875 570.1 893 563.7 900 563.2 957 565.5 984 564.8 991 557.8 1010 558.1 1012 561.6 1040 567.5 1063 581.2 1100 584.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 385 .11 984 .078 1040 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 480 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14050 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 579.5 600 575. 650 570 700 570.2 750 569.4 800 569.4 850 569.8 900 569.2 935 568.9 985 568.2 990 559.9 1013 556.6 1017 562.9 1030 562.6 1080 565. .8 1210 574.4 1250 577.2 1300 579.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 550 .11 985 .078 1120 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13950 INPUT Description: GEES Crossection - Winter 2006 Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 500 575 535 570. .1 960 567.7 980 561.6 989 561.3 991 559.7 995 559.7 996 556.9 1010 556.5 1015 561.6 1040 563.7 1063 569.1 1088 569.8 1125 570.2 1172 571.7 1240 573.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 500 .11 960 .078 1063 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 960 1063 30 7 20 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13911.95 INPUT Description: Upstream N Mayhill Rd Station Elevation Data num= 87 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 46.85 578 51.62 577.62 55.05 577.39 56.35 577.29 57.38 577.22 75.45 576.02 75.54 576.02 75.63 576.01 75.79 576 157.97 576 172.69 575.44 173.75 575.38 178.79 575.33 180.09 575.26 183.1 575.22 184.34 575.14 185.21 575.09 187.44 575.06 188.76 575.03 189.15 575.01 194.02 574.93 194.17 574.92 197.59 574.85 197.68 574.85 198.4 574.84 202.9 574.73 203.52 574.71 206.88 574.63 210.96 574.51 211.69 574.48 216.09 574.31 221.07 574.1 221.32 574.09 223.17 574 227.31 573.9 227.85 573.88 233.81 573.73 235.43 573.68 240.3 573.56 270.57 572.41 272.77 572.33 280.71 572 288.36 572 314.44 571.33 315.97 571.31 322.9 571.27 324.61 571.25 326.18 571.24 328.56 571.2 329.82 571.19 332.6 571.15 385.83 570 409.46 570 411.35 569.97 418.73 569.82 419.18 569.82 424.92 569.71 428.68 569.63 429.62 569.62 432.49 569.56 433.67 569.54 436.62 569.47 439.9 569.38 441.37 569.37 444.54 569.28 446.85 569.21 448.09 569.17 449.52 569.17 450.06 569.16 450.19 569.15 522.09 569.32 627.06 568.89 682.1 569.16 760.42 556.44 790.01 556.44 845.95 570.06 900.28 570.34 953.3 570.95 1006.88 572.71 1061.84 574.75 1063.77 574.53 1102.05 576 1105.18 576 1105.63 576.02 1154 578 1174.41 578.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 682.1 .078 845.95 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 682.1 845.95 46.86 39.78 1 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 755.42 567.6 F 790.44 1174.41 567.6 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 13891 INPUT Description: N. Mayhill Rd. Distance from Upstream XS = .01 Deck/Roadway Width = 39 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 569.359 682.1 569.16 845.95 570.06 1000 569.637 Upstream Bridge Cross Section Data Station Elevation Data num= 87 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 46.85 578 51.62 577.62 55.05 577.39 56.35 577.29 57.38 577.22 75.45 576.02 75.54 576.02 75.63 576.01 75.79 576 157.97 576 172.69 575.44 173.75 575.38 178.79 575.33 180.09 575.26 183.1 575.22 184.34 575.14 185.21 575.09 187.44 575.06 188.76 575.03 189.15 575.01 194.02 574.93 194.17 574.92 197.59 574.85 197.68 574.85 198.4 574.84 202.9 574.73 203.52 574.71 206.88 574.63 210.96 574.51 211.69 574.48 216.09 574.31 221.07 574.1 221.32 574.09 223.17 574 227.31 573.9 227.85 573.88 233.81 573.73 235.43 573.68 240.3 573.56 270.57 572.41 272.77 572.33 280.71 572 288.36 572 314.44 571.33 315.97 571.31 322.9 571.27 324.61 571.25 326.18 571.24 328.56 571.2 329.82 571.19 332.6 571.15 385.83 570 409.46 570 411.35 569.97 418.73 569.82 419.18 569.82 424.92 569.71 428.68 569.63 429.62 569.62 432.49 569.56 433.67 569.54 436.62 569.47 439.9 569.38 441.37 569.37 444.54 569.28 446.85 569.21 448.09 569.17 449.52 569.17 450.06 569.16 450.19 569.15 522.09 569.32 627.06 568.89 682.1 569.16 760.42 556.44 790.01 556.44 845.95 570.06 900.28 570.34 953.3 570.95 1006.88 572.71 1061.84 574.75 1063.77 574.53 1102.05 576 1105.18 576 1105.63 576. .41 578.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 682.1 .078 845.95 .11 Bank Sta: Left Right Coeff Contr. Expan. 682.1 845.95 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 755.42 567.6 F 790.44 1174.41 567.6 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 569.359 574.14 569.16 738.58 570.06 1000 569.637 Downstream Bridge Cross Section Data Station Elevation Data num= 91 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 62.73 578 63.04 577.96 67.45 577.44 70.02 577.13 73.24 576.76 77.28 576.28 79.82 576 80.24 576 88.35 575.69 97.7 575.36 100.14 575.23 103.14 575.13 104.78 575.07 105.64 575.04 108.48 574.88 108.92 574.86 111.85 574.7 112.25 574.68 115.71 574.49 121.52 574.15 121.74 574.14 124.16 574 136.47 573.57 140.88 573.41 148.71 573.15 151.48 573.07 153.3 573.04 195.65 572 200.63 572 202.7 571.89 204.42 571.81 225.43 570.76 235.18 570.33 237.34 570.23 238.37 570.18 242.94 570 262.24 570 269 569.9 269.17 569.89 269.65 569.89 269.95 569.88 274.62 569.83 275.08 569.82 275.54 569.82 275.96 569.81 276.3 569.8 276.62 569.8 277.03 569.79 282.9 569.71 283.78 569.69 288.89 569.61 289.9 569.59 290.64 569.58 295.3 569.51 295.92 569.49 296.6 569.48 300.37 569.42 301.4 569.4 326.28 569.04 329.89 568.98 332.7 568.95 337.29 568.88 339.32 568.86 340.73 568.84 342.9 568.82 343.98 568.8 346.29 568.79 347.4 568.77 348.68 568.73 350.89 568.74 353.14 568.67 353.67 568.66 355.42 568.67 355.66 568.67 355.72 568.66 414.13 569.32 519.1 568.89 574.14 569.16 662.11 556.43 691.73 556.43 738.58 570.06 792.91 570.34 845.93 570.95 899.51 572.71 954.47 574.75 969.4 575.12 992.38 576 994.96 576 1043.96 578 1065.64 579.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 574.14 .078 738.58 .11 Bank Sta: Left Right Coeff Contr. Expan. 574.14 738.58 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 657.1 567.6 F 696.73 1065.64 567.8 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 10 FHWA Chart # 1 - Concrete Pipe Culvert FHWA Scale # 1 - Square edge entrance with headwall Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 39 .021 .021 0 .5 1 Number of Barrels = 3 Upstream Elevation = 556.44 Centerline Stations Sta. Sta. Sta. 760.42 774.67 785.44 Downstream Elevation = 556.43 Centerline Stations Sta. Sta. Sta. 662.1 676.38 691.73 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13872.17 INPUT Description: DS Mayhill Rd Station Elevation Data num= 91 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 62.73 578 63.04 577.96 67.45 577.44 70.02 577.13 73.24 576.76 77.28 576.28 79.82 576 80.24 576 88.35 575.69 97.7 575.36 100.14 575.23 103.14 575.13 104.78 575.07 105.64 575.04 108.48 574.88 108.92 574.86 111.85 574.7 112.25 574.68 115.71 574.49 121.52 574.15 121.74 574.14 124.16 574 136.47 573.57 140.88 573.41 148.71 573.15 151.48 573.07 153.3 573.04 195.65 572 200.63 572 202.7 571.89 204.42 571.81 225.43 570.76 235.18 570.33 237.34 570.23 238.37 570.18 242.94 570 262.24 570 269 569.9 269.17 569.89 269.65 569.89 269.95 569.88 274.62 569.83 275.08 569.82 275.54 569.82 275.96 569.81 276.3 569.8 276.62 569.8 277.03 569.79 282.9 569.71 283.78 569.69 288.89 569.61 289.9 569.59 290.64 569.58 295.3 569.51 295.92 569.49 296.6 569.48 300.37 569.42 301.4 569.4 326.28 569.04 329.89 568.98 332.7 568.95 337.29 568.88 339.32 568.86 340.73 568.84 342.9 568.82 343.98 568.8 346.29 568.79 347.4 568.77 348.68 568.73 350.89 568.74 353.14 568.67 353.67 568.66 355.42 568.67 355.66 568.67 355.72 568.66 414.13 569.32 519.1 568.89 574.14 569.16 662.11 556.43 691.73 556.43 738.58 570.06 792.91 570.34 845.93 570.95 899.51 572.71 954.47 574.75 969.4 575.12 992.38 576 994.96 576 1043.96 578 1065.64 579.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 574.14 .078 738.58 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 574.14 738.58 655.71 713.87 629.77 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 657.1 567.6 F 696.73 1065.64 567.8 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13158.3 INPUT Description: Xsection 32050 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 530 567.6 630 566.1 642 565.9 730 565.1 830 565.6 886 567. 918 553.7 924 552.2 930 553.6 935 556.8 952 566.2 1030 565.2 1130 566.8 1230 567.5 1330 569.8 1430 572.5 1810 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 886 .078 952 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 886 952 778.91 815.51 422.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 12342.79 INPUT Description: Xsection 31250 from C21COOP Aug '83 Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 780 566.9 880 565.9 980 564.3 1000 563.1 1080 562.7 1180 562. 1240 549. .8 1280 560.9 1380 562.8 1480 563.9 1680 564.6 1780 565.4 1880 567.6 1980 570. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1221 .078 1262 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1221 1262 1471.95 1099.03 910.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 11243.77 INPUT Description: Xsection 30150 from C21COOP Aug '83 Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 571.9 1100 568.5 1200 565.9 1300 562.6 1400 560.5 1500 558.3 1600 558. .7 1644 547.9 1647 548.6 1651 556.4 1667 560. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1500 .078 1667 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1635 1667 1387.56 2076.79 1677.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 9166.97 INPUT Description: Xsection 28200 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 575 500 572.3 600 570.7 700 567.8 900 558.3 1000 554.8 1192 554.9 1215 542.1 1221 541.9 1226 542.2 1242 554.3 1300 555.5 1400 555.3 1500 555.3 1600 554.4 1700 554. .9 2000 568.4 2450 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1192 .078 1242 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1192 1242 1245.47 1764.5 757.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 7402.47 INPUT Description: Xsection 26500 from C21COOPR Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 560 842 550.4 865 537.6 871 537.4 876 537.7 892 549. 2500 575 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 842 .078 892 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 842 892 859.36 1252.08 1109.89 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 6150.39 INPUT Description: Xsection 25500 from C21COOP Aug '83 Station Elevation Data num= 248 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 566.92 1.33 566.88 4.22 566.81 6.88 566.74 9.76 566.67 15.48 566.51 16.48 566.49 20.75 566.37 21.35 566.36 21.67 566.35 26.64 566.21 27.07 566.2 32.75 566.05 32.91 566.04 34.49 566 37.8 565.88 37.86 565.88 41.97 565.73 42.07 565.73 42.28 565.72 46.06 565.59 46.71 565.58 50.08 565.46 51.51 565.43 54.47 565.34 56.89 565.26 59.26 565.22 61.64 565.16 64.13 565.09 67.09 565.04 72.38 564.91 75.44 564.86 77.39 564.82 80.25 564.78 81.48 564.75 84.13 564.71 84.85 564.69 87.34 564.66 87.78 564.65 90.34 564.61 90.7 564.61 91.21 564.59 94.15 564.55 94.98 564.53 98.59 564.48 99.76 564.46 103.83 564.4 105.04 564.37 109.2 564.32 110.21 564.3 118.41 564.19 119 564.18 123.98 564.11 124.29 564.11 130.45 564.02 130.55 564.02 132.24 564 136.74 563.88 142.34 563.72 143.12 563.7 155.01 563.33 155.98 563.31 158.98 563.21 160.04 563.19 162.84 563.1 164.06 563.09 166.39 563.01 167.86 563 169.67 562.94 173.52 562.9 175.17 562.84 177.5 562.81 182.94 562.7 184.62 562.65 187.82 562.58 191.53 562.49 193.04 562.44 197.25 562.34 198.34 562.31 199.14 562.29 203.79 562.2 204.14 562.19 204.33 562.18 209.68 562.1 209.74 562.1 216.52 562 217.18 562 227.15 561.92 233.61 561.89 233.79 561.88 236.83 561.86 237.1 561.85 240.53 561.8 241.01 561.78 241.7 561.76 245.88 561.67 247 561.64 248.17 561.6 253.16 561.46 254.4 561.42 255.65 561.39 264.18 561.12 266.36 561.07 269.11 560.98 272.83 560.9 274.94 560.83 276.7 560.78 278.29 560.73 283.44 560.64 283.97 560.62 284.59 560.62 288.27 560.63 307.62 560.47 308.57 560.46 310.28 560.43 311.17 560.41 314.07 560.37 316.66 560.34 317.25 560.33 317.67 560.32 317.97 560.32 320.95 560.29 321.38 560.29 324.73 560.27 324.96 560.27 325.28 560.26 328.93 560.25 345 560 357.75 560 358.44 559.98 358.85 559.97 359.03 559.96 373.63 559.49 380.89 559.24 401.9 558.46 403.31 558.41 413.6 558 457.87 556 505.91 553.5 507.03 553.45 536.59 552 540.92 551.8 542.74 551.71 546.85 551.52 578.79 550 582.24 549.84 588.9 549.52 591.55 549.45 598 549.17 605 550 757 547.7 780 534.9 786 534. .1 810.71 551.17 819.32 551.13 821.42 551.13 823.45 551.12 825.24 551.12 829.43 551.1 831.29 551.11 835.35 551.11 840.06 551.13 841.82 551.14 844.86 551.15 846.37 551.16 847.53 551.16 850.62 551.18 851.52 551.18 852.29 551.19 857.14 551.21 858.06 551.21 858.81 551.22 862.77 551.25 863.59 551.26 866.92 551.28 867.87 551.29 879.18 551.36 880.35 551.36 883.87 551.38 884.94 551.37 887.2 551.37 890.31 551.38 892.92 551.36 895.43 551.37 905.39 551.49 906.53 551.49 909.31 551.54 910.34 551.53 913.46 551.58 914.3 551.58 917.54 551.62 918.18 551.62 921.32 551.66 921.84 551.66 924.62 551.69 929.28 551.77 929.66 551.77 932.55 551.82 936.55 551.9 936.73 551.9 941.16 551.99 941.51 552 945.5 552.15 945.78 552.17 948.12 552.26 949.08 552.3 949.49 552.32 950.02 552.34 950.64 552.38 951.76 552.43 957.5 552.72 958.84 552.8 960.46 552.89 963.1 553.03 964.96 553.15 966.72 553.24 968.75 553.38 969.63 553.43 971.83 553.58 972.31 553.6 974.76 553.77 975.08 553.78 977.87 553.96 977.96 553.96 978.63 554 981.08 554.16 981.38 554.18 984.55 554.38 985.28 554.45 988.13 554.64 989.39 554.77 991.64 554.94 993.58 555.14 995.09 555.27 997.92 555.56 998.68 555.63 1002.41 556 1002.46 556 1005.93 556.45 1006.87 556.59 1009.04 556.88 1010.66 557.12 1012.68 557.41 1013.7 557.56 1016.65 558 1017.17 558.12 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 757 .078 807 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 757 807 664.99 944.4 888.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 5205.99 INPUT Description: Xsection 24550 from C21COOP Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 1492 545.2 1516 532.2 1525 532.1 1531 532.3 1550 543. 2130 570 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1410 .078 1650 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1410 1650 820.95 939.05 889.56 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4266.94 INPUT Description: Xsection 23550 from C21COOP Aug '83 Station Elevation Data num= 94 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 553.7 3.1 553.53 5.24 553.4 8.26 553.21 12.66 552.96 20.87 552.42 22.69 552.31 26.57 552.06 26.8 552.04 27.52 552 27.6 552 30.14 551.83 33.42 551.62 35.55 551.48 39.6 551.22 43.23 550.98 48.53 550.64 50.7 550.49 57.13 550.09 57.42 550. .6 524 529.6 533 529.5 539 529.7 558 540.6 648 550 762.96 550 776.97 551.54 780.07 552 784.81 552.64 795.75 554 796.11 554.04 796.25 554.05 800.72 554.55 803.16 554.83 804.97 555.02 814.02 556 814.42 556.06 814.86 556.12 820.65 557.01 826.78 558 828.62 558.35 836.96 560 852.93 561.79 854.88 562 860.53 563.07 865.78 564 871.85 564.76 876.54 565.21 879.72 565.57 884.87 566 890.57 566 904.63 566.21 907.99 566.15 911.45 566.07 911.57 566.07 914.11 566 914.97 565.98 918.23 565.91 919.36 565.92 927.34 565.82 927.72 565.82 929.86 565.77 933.86 565.71 934.69 565.68 938.23 565.61 939.34 565.57 942.58 565.5 946.91 565.39 947.9 565.36 950.95 565.29 951.71 565.26 953.2 565.22 954.31 565.18 957.11 565.11 958.69 565.06 961.01 565 965.02 564.89 966.38 564.85 967.46 564.83 970.36 564.74 972.11 564.7 975.77 564.6 976.78 564.57 978.04 564.54 987.88 564.28 992.7 564.16 993.14 564.15 996.05 564.07 998.08 564.02 998.14 564.02 999.06 564 999.19 564 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 500 .078 558 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 500 558 590.19 810.66 782.02 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 3456.28 INPUT Description: Xsection 22700 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 546.9 1200 541.2 1300 540.3 1400 540.9 1442 540.3 1466 527.3 1475 527.2 1481 527.4 1500 538. .8 2300 565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1300 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1442 1500 1750.68 1843.28 1030.4 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 1613.00 INPUT Description: Xsection 20880 from C21COOPR Aug '83 Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 560 220 549.2 320 541.9 420 536.9 520 535.6 532 534.8 549 526.4 556 525.3 564 526. .2 720 537.2 820 537.2 920 542.7 1020 548.4 1210 560 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 420 .078 574 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 532 574 503.43 754.23 829.47 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 858.77 INPUT Description: Xsection 20180 from C21COOP Aug '83 --------- Upstream Bridge1 Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541.4 170 537 270 536.1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531. .8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 512 551 31.14 30.35 27.74 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 838 INPUT Description: effective Bridge 1 Distance from Upstream XS = .01 Deck/Roadway Width = 19.98 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 546 70 545 519.5 170 541.2 519.5 270 538 519.5 370 536.5 519.5 470 535.5 519.5 512 535.29 519.5 512 535.29 534.8 551 535.095 534.8 551 535.095 519.5 570 535 519.5 626 536.9 519.5 658 537.5 519.5 670 537.5 519.5 770 537.2 519.5 870 538.1 519.5 970 539.7 519.5 1340 550 519.5 Upstream Bridge Cross Section Data Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541. .1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531.6 570 533 583 535.8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Coeff Contr. Expan. 512 551 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F Downstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord .5 495 541.2 519.5 595 538 519.5 673 536.83 519.5 673 536.83 534.8 695 536.5 534.8 720 536.25 534.8 720 536.25 519.5 795 535.5 519.5 895 535 519.5 951 536.9 519.5 983 537.5 519.5 995 537.5 519.5 1095 537.2 519.5 1195 538.1 519.5 1295 539.7 519.5 1665 550 519.5 Downstream Bridge Cross Section Data Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Coeff Contr. Expan. 673 720 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 531 Downstream= 731.5 Upstream num= 2 Width Elev Width Elev 1 521.8 1 534.8 Downstream num= 2 Width Elev Width Elev 1 519.5 1 534.8 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 828.42 INPUT Description: Xsection 21060 from C21COOP Aug '83 ------- DS Bridge 1 Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 673 720 813.89 824.14 878.34 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4.23 INPUT Description: Xsection 19000 from C21COOP Aug '83 Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 540 440 534.9 540 531.9 640 531.1 740 531.1 768 529. .7 1040 527.8 1102 526.3 1108 521.7 1113 520.6 1118 521.8 1123 526.2 1140 526.8 1240 528. . Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 740 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1040 1140 91.97 16.68 36.35 .1 .3 SUMMARY OF MANNING'S N VALUES River:Cooper Creek Reach River Sta. n1 n2 n3 n4 n5 Reach1 36789.82 .05 .035 .05 Reach1 36417.31 .05 .035 .05 Reach1 36076.18 .05 .035 .05 Reach1 35576.95 .05 .035 .05 Reach1 35531.24 .05 .035 .05 Reach1 35510 Culvert Reach1 35492.17 .05 .035 .05 Reach1 34816.55 .078 .037 .078 Reach1 33841.53 .078 .037 .078 Reach1 33813.63 .078 .037 .078 Reach1 33813 Inl Struct Reach1 33812.88 .078 .037 .078 Reach1 33758.79 .078 .037 .078 Reach1 33125.66 .078 .037 .078 Reach1 32079.78 .078 .037 .078 Reach1 32045.85 .078 .037 .078 Reach1 32020 Culvert Reach1 31992.36 .079 .042 .079 Reach1 31281.2 .079 .042 .079 Reach1 30391.02 .079 .042 .079 Reach1 30339.09 .079 .042 .079 Reach1 30315 Bridge Reach1 30242.84 .079 .042 .079 Reach1 29853.37 .079 .042 .079 Reach1 29237.29 .093 .047 .093 Reach1 28223.67 .093 .047 .093 Reach1 28170.27 .093 .047 .093 Reach1 28145 Culvert Reach1 28117.26 .093 .047 .093 Reach1 27221.49 .048 .058 .048 Reach1 26191.66 .048 .058 .048 Reach1 26141.04 .048 .058 .048 Reach1 26118 Culvert Reach1 26097.11 .048 .058 .048 Reach1 24854.98 .077 .047 .077 Reach1 24146.55 .077 .047 .077 Reach1 24130 Culvert Reach1 24099.6 .077 .047 .077 Reach1 24005.85 .077 .047 .077 Reach1 22889.88 .078 .05 .078 Reach1 22842.67 .078 .05 .078 Reach1 22817 Culvert Reach1 22793.56 .078 .05 .078 Reach1 22493.9 .078 .05 .078 Reach1 21594.3 .078 .05 .078 Reach1 20540.43 .078 .05 .078 Reach1 19140.02 .078 .05 .078 Reach1 19078.49 .11 .078 .11 Reach1 19058 Culvert Reach1 19042.91 .11 .078 .11 Reach1 18997.21 .11 .078 .11 Reach1 18975 Bridge Reach1 18967.14 .11 .078 .11 Reach1 18596.96 .11 .078 .11 Reach1 18523.65 .11 .078 .11 Reach1 18234.52 .11 .078 .11 Reach1 17743.03 .11 .078 .11 Reach1 17633 Culvert Reach1 17512.92 .11 .078 .11 Reach1 17500 .11 .078 .11 Reach1 17400 .11 .078 .11 Reach1 17300 .11 .078 .11 Reach1 17220 .11 .078 .11 Reach1 17020 .11 .078 .11 Reach1 14598.35 .11 .078 .11 .078 .11 Reach1 14550 .11 .078 .11 .078 .11 Reach1 14500 .11 .078 .11 .078 .11 Reach1 14400 .11 .078 .11 .078 .11 Reach1 14300 .11 .078 .11 Reach1 14200 .11 .078 .11 Reach1 14100 .11 .078 .11 Reach1 14050 .11 .078 .11 Reach1 13950 .11 .078 .11 Reach1 13911.95 .11 .078 .11 Reach1 13891 Culvert Reach1 13872.17 .11 .078 .11 Reach1 13158.3 .11 .078 .11 Reach1 12342.79 .11 .078 .11 Reach1 11243.77 .11 .078 .11 Reach1 9166.97 .11 .078 .11 Reach1 7402.47 .11 .078 .11 Reach1 6150.39 .11 .078 .11 Reach1 5205.99 .11 .078 .11 Reach1 4266.94 .11 .078 .11 Reach1 3456.28 .11 .078 .11 Reach1 1613.00 .11 .078 .11 Reach1 858.77 .11 .078 .11 Reach1 838 Bridge Reach1 828.42 .11 .078 .11 Reach1 4.23 .11 .078 .11 SUMMARY OF REACH LENGTHS River: Cooper Creek Reach River Sta. Left Channel Right Reach1 36789.82 327.56 372.5 372.69 Reach1 36417.31 325.72 341.13 342.39 Reach1 36076.18 462.47 499.23 454.37 Reach1 35576.95 45.49 45.71 45.55 Reach1 35531.24 23.83 39.07 24.96 Reach1 35510 Culvert Reach1 35492.17 676 675.62 572.78 Reach1 34816.55 850.79 909 926.86 Reach1 33841.53 67.37 27.9 24.26 Reach1 33813.63 1 1 1 Reach1 33813 Inl Struct Reach1 33812.88 18.05 54.08 64.88 Reach1 33758.79 585.22 633.14 617.74 Reach1 33125.66 949.81 1045.88 929.74 Reach1 32079.78 51.71 33.93 86.3 Reach1 32045.85 17.79 53.49 1.35 Reach1 32020 Culvert Reach1 31992.36 634.26 711.16 512.24 Reach1 31281.2 1036.43 890.18 940.88 Reach1 30391.02 232.82 51.93 52 Reach1 30339.09 96 96.25 97 Reach1 30315 Bridge Reach1 30242.84 389 389 289 Reach1 29853.37 836.61 616.07 554.61 Reach1 29237.29 825.52 1013.62 1026.54 Reach1 28223.67 61.31 53.4 65.86 Reach1 28170.27 8.84 53.02 2.81 Reach1 28145 Culvert Reach1 28117.26 732.49 895.77 1050.69 Reach1 27221.49 920.48 1029.82 923.33 Reach1 26191.66 65.29 50.62 57.88 Reach1 26141.04 3.51 43.93 1.56 Reach1 26118 Culvert Reach1 26097.11 1217.18 1242.13 1039.66 Reach1 24854.98 453.38 708.43 636.33 Reach1 24146.55 16.61 46.9 82.04 Reach1 24130 Culvert Reach1 24099.6 33.22 93.8 164.08 Reach1 24005.85 7100.31 1115.97 1016.31 Reach1 22889.88 55.89 47.2 63.68 Reach1 22842.67 8.15 49.11 1.36 Reach1 22817 Culvert Reach1 22793.56 326.46 299.67 310.92 Reach1 22493.9 990.15 899.6 792.96 Reach1 21594.3 1077.2 1053.87 692.52 Reach1 20540.43 1174.67 1400.41 1266.92 Reach1 19140.02 75.05 61.53 118.11 Reach1 19078.49 22.03 35.58 17.24 Reach1 19058 Culvert Reach1 19042.91 56.78 45.71 30.61 Reach1 18997.21 29.55 30.06 27.88 Reach1 18975 Bridge Reach1 18967.14 64.74 370.18 603.82 Reach1 18596.96 19.72 73.31 220.7 Reach1 18523.65 141.26 289.13 253.85 Reach1 18234.52 999.26 491.49 234.57 Reach1 17743.03 201.26 230.1 336.42 Reach1 17633 Culvert Reach1 17512.92 60 110 120 Reach1 Reach1 Reach1 17300 80 80 80 Reach1 Reach1 Reach1 14598.35 50 50 50 Reach1 Reach1 14500 187 187 2 Reach1 14400 300 739 400 Reach1 Reach1 Reach1 14100 500 595 480 Reach1 Reach1 13950 30 7 20 Reach1 13911.95 46.86 39.78 1 Reach1 13891 Culvert Reach1 13872.17 655.71 713.87 629.77 Reach1 13158.3 778.91 815.51 422.88 Reach1 12342.79 1471.95 1099.03 910.91 Reach1 11243.77 1387.56 2076.79 1677.52 Reach1 9166.97 1245.47 1764.5 757.91 Reach1 7402.47 859.36 1252.08 1109.89 Reach1 6150.39 664.99 944.4 888.33 Reach1 5205.99 820.95 939.05 889.56 Reach1 4266.94 590.19 810.66 782.02 Reach1 3456.28 1750.68 1843.28 1030.4 Reach1 1613.00 503.43 754.23 829.47 Reach1 858.77 31.14 30.35 27.74 Reach1 838 Bridge Reach1 828.42 813.89 824.14 878.34 Reach1 4.23 91.97 16.68 36.35 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Cooper Creek Reach River Sta. Contr. Expan. Reach1 36789.82 .1 .3 Reach1 36417.31 .1 .3 Reach1 36076.18 .1 .3 Reach1 35576.95 .3 .5 Reach1 35531.24 .3 .5 Reach1 35510 Culvert Reach1 35492.17 .3 .5 Reach1 34816.55 .3 .5 Reach1 33841.53 .3 .5 Reach1 33813.63 .3 .5 Reach1 33813 Inl Struct Reach1 33812.88 .3 .5 Reach1 33758.79 .1 .3 Reach1 33125.66 .1 .3 Reach1 32079.78 .3 .5 Reach1 32045.85 .3 .5 Reach1 32020 Culvert Reach1 31992.36 .3 .5 Reach1 31281.2 .1 .3 Reach1 30391.02 .3 .5 Reach1 30339.09 .3 .5 Reach1 30315 Bridge Reach1 30242.84 .3 .5 Reach1 29853.37 .1 .3 Reach1 29237.29 .1 .3 Reach1 28223.67 .1 .3 Reach1 28170.27 .1 .3 Reach1 28145 Culvert Reach1 28117.26 .1 .3 Reach1 27221.49 .2 .4 Reach1 26191.66 .1 .3 Reach1 26141.04 .1 .3 Reach1 26118 Culvert Reach1 26097.11 .1 .3 Reach1 24854.98 .1 .3 Reach1 24146.55 .3 .5 Reach1 24130 Culvert Reach1 24099.6 .3 .5 Reach1 24005.85 .1 .3 Reach1 22889.88 .3 .5 Reach1 22842.67 .3 .5 Reach1 22817 Culvert Reach1 22793.56 .3 .5 Reach1 22493.9 .1 .3 Reach1 21594.3 .1 .3 Reach1 20540.43 .1 .3 Reach1 19140.02 .3 .5 Reach1 19078.49 .3 .5 Reach1 19058 Culvert Reach1 19042.91 .3 .5 Reach1 18997.21 .1 .3 Reach1 18975 Bridge Reach1 18967.14 .1 .3 Reach1 18596.96 .1 .3 Reach1 18523.65 .1 .3 Reach1 18234.52 .1 .3 Reach1 17743.03 .3 .5 Reach1 17633 Culvert Reach1 17512.92 .3 .5 Reach1 17500 .1 .3 Reach1 17400 .1 .3 Reach1 17300 .1 .3 Reach1 17220 .1 .3 Reach1 17020 .1 .3 Reach1 14598.35 .1 .3 Reach1 14550 .1 .3 Reach1 14500 .1 .3 Reach1 14400 .1 .3 Reach1 14300 .1 .3 Reach1 14200 .1 .3 Reach1 14100 .1 .3 Reach1 14050 .1 .3 Reach1 13950 .3 .5 Reach1 13911.95 .3 .5 Reach1 13891 Culvert Reach1 13872.17 .3 .5 Reach1 13158.3 .1 .3 Reach1 12342.79 .1 .3 Reach1 11243.77 .1 .3 Reach1 9166.97 .1 .3 Reach1 7402.47 .1 .3 Reach1 6150.39 .1 .3 Reach1 5205.99 .1 .3 Reach1 4266.94 .1 .3 Reach1 3456.28 .1 .3 Reach1 1613.00 .3 .5 Reach1 858.77 .3 .5 Reach1 838 Bridge Reach1 828.42 .3 .5 Reach1 4.23 .1 .3 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/08 Corrected Effective Floodway Summary.pdf RAS HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 100 yr 151.00 659.67 661.94 662.26 0.010267 4.54 33.25 30.29 0.76 Reach1 36789.82 T FW100 yr 151.00 659.67 661.94 662.26 0.010267 4.54 33.25 30.29 0.76 Reach1 36417.31 100 yr 151.00 657.51 660.38 660.50 0.002570 2.82 53.46 34.59 0.40 Reach1 36417.31 FW100 yr 151.00 657.51 660.38 660.50 0.002570 2.82 53.46 34.59 0.40 Reach1 36076.18 100 yr 151.00 655.35 660.34 660.35 0.000128 0.92 164.94 61.65 0.10 Reach1 36076.18 FW100 yr 151.00 655.35 660.34 660.35 0.000128 0.92 164.94 61.65 0.10 Reach1 35576.95 100 yr 838.00 653.77 659.96 660.08 0.000777 2.92 322.04 146.77 0.26 Reach1 35576.95 FW100 yr 838.00 653.77 659.96 660.08 0.000777 2.92 322.04 146.77 0.26 Reach1 35531.24 100 yr 838.00 653.90 659.57 656.82 659.96 0.001363 4.99 168.05 134.02 0.37 Reach1 35531.24 FW100 yr 838.00 653.90 659.57 656.82 659.96 0.001363 4.99 168.05 134.02 0.37 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 100 yr 838.00 653.76 657.36 656.68 658.32 0.006213 7.87 106.55 94.93 0.73 Reach1 35492.17 FW100 yr 838.00 653.76 657.36 656.68 658.32 0.006213 7.87 106.55 94.93 0.73 Reach1 34816.55 S 100 yr 838.00 646.58 651.89 651.89 652.68 0.011826 10.28 215.03 134.61 0.82 Reach1 34816.55 S FW100 yr 838.00 646.58 651.89 651.89 652.68 0.011826 10.28 215.03 134.61 0.82 Reach1 33841.53 100 yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.26 175.40 0.12 Reach1 33841.53 FW100 yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.26 175.40 0.12 Reach1 33813.63 100 yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 FW100 yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813 Inl Struct Reach1 33812.88 100 yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 FW100 yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33758.79 100 yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.20 76.89 0.46 Reach1 33758.79 FW100 yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.20 76.89 0.46 Reach1 33125.66 R 100 yr 838.00 637.01 642.96 643.10 0.001021 2.98 280.99 78.22 0.28 Reach1 33125.66 R FW100 yr 838.00 637.01 642.96 643.10 0.001021 2.98 280.99 78.22 0.28 Reach1 32079.78 100 yr 2922.00 632.07 640.76 641.18 0.002209 5.31 588.39 188.77 0.43 Reach1 32079.78 FW100 yr 2922.00 632.07 640.76 641.18 0.002209 5.31 588.39 188.77 0.43 HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 32045.85 100 yr 2922.00 630.85 640.90 638.01 640.99 0.000298 2.34 1453.79 539.64 0.17 Reach1 32045.85 FW100 yr 2922.00 630.85 640.90 638.01 640.99 0.000298 2.34 1453.79 539.64 0.17 Reach1 32020 Stuart Road Culvert Reach1 31992.36 100 yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.68 146.15 0.38 Reach1 31992.36 FW100 yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.68 146.15 0.38 Reach1 31281.2 Q 100 yr 2922.00 628.78 635.28 636.02 0.007288 6.93 433.92 169.97 0.65 Reach1 31281.2 Q FW100 yr 2922.00 628.78 635.28 636.02 0.007288 6.93 433.92 169.97 0.65 Reach1 30391.02 P 100 yr 2922.00 626.22 634.57 631.17 634.64 0.000531 2.33 1682.42 766.96 0.19 Reach1 30391.02 P FW100 yr 2922.00 626.22 634.57 631.17 634.64 0.000531 2.33 1682.42 766.96 0.19 Reach1 30339.09 100 yr 2922.00 624.60 634.40 630.26 634.57 0.000769 3.86 1734.21 888.15 0.24 Reach1 30339.09 FW100 yr 2922.00 624.60 634.40 630.26 634.57 0.000769 3.86 1734.21 888.15 0.24 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 100 yr 2922.00 624.60 630.58 630.37 632.66 0.013679 11.58 252.41 488.08 0.93 Reach1 30242.84 FW100 yr 2922.00 624.60 630.58 630.37 632.66 0.013679 11.58 252.41 488.08 0.93 Reach1 29853.37 O 100 yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O FW100 yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29237.29 100 yr 2922.00 615.14 624.92 625.49 0.004252 6.29 660.96 349.20 0.47 Reach1 29237.29 FW100 yr 2922.00 615.14 624.92 625.49 0.004252 6.29 660.96 349.20 0.47 Reach1 28223.67 N 100 yr 2922.00 611.45 621.16 621.60 0.003522 5.60 742.60 324.03 0.43 Reach1 28223.67 N FW100 yr 2922.00 611.45 621.16 621.60 0.003522 5.60 742.60 324.03 0.43 Reach1 28170.27 100 yr 2922.00 611.84 621.23 617.87 621.42 0.001163 3.53 1030.57 473.39 0.25 Reach1 28170.27 FW100 yr 2922.00 611.84 621.23 617.87 621.42 0.001163 3.53 1030.57 473.39 0.25 Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 100 yr 2922.00 611.67 617.71 617.71 620.72 0.017565 13.90 210.16 98.23 1.00 Reach1 28117.26 FW100 yr 2922.00 611.67 617.71 617.71 620.72 0.017565 13.90 210.16 98.23 1.00 Reach1 27221.49 100 yr 2922.00 606.23 615.61 616.05 0.013449 5.34 547.67 224.73 0.60 Reach1 27221.49 FW100 yr 2922.00 606.23 615.61 616.05 0.013491 5.34 547.13 224.70 0.60 Reach1 26191.66 M 100 yr 4800.00 600.60 612.71 612.92 0.001691 3.72 1349.52 253.11 0.25 HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 26191.66 M FW100 yr 4800.00 600.60 612.72 612.92 0.001683 3.72 1351.65 253.20 0.25 Reach1 26141.04 100 yr 4800.00 601.26 612.65 609.80 612.83 0.001291 3.56 1594.61 500.10 0.23 Reach1 26141.04 FW100 yr 4800.00 601.26 612.66 609.80 612.84 0.001283 3.55 1599.13 500.50 0.23 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 100 yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.53 221.29 0.36 Reach1 26097.11 FW100 yr 4800.00 601.09 610.80 610.00 611.19 0.003583 5.04 967.26 221.15 0.36 Reach1 24854.98 L 100 yr 4800.00 591.98 604.35 605.45 0.006172 9.17 728.09 174.70 0.58 Reach1 24854.98 L FW100 yr 4800.00 591.98 604.35 605.45 0.006158 9.16 728.77 174.75 0.58 Reach1 24146.55 100 yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.77 352.11 0.33 Reach1 24146.55 FW100 yr 4800.00 590.95 602.51 596.89 603.10 0.001916 6.19 776.59 352.96 0.33 Reach1 24130 Burning Tree Lan Culvert Reach1 24099.6 100 yr 4800.00 590.74 602.19 597.34 602.69 0.001943 5.69 917.69 346.17 0.32 Reach1 24099.6 FW100 yr 4800.00 590.74 602.21 597.34 602.71 0.001928 5.68 924.40 349.94 0.32 Reach1 24005.85 100 yr 4800.00 590.32 602.05 602.47 0.001895 5.27 1030.44 401.44 0.33 Reach1 24005.85 FW100 yr 4800.00 590.32 602.07 602.49 0.001874 5.25 1039.01 402.98 0.33 Reach1 22889.88 K 100 yr 5735.00 585.44 599.44 599.97 0.002302 5.94 1066.71 200.27 0.35 Reach1 22889.88 K FW100 yr 5735.00 585.44 599.52 600.04 0.002226 5.87 1082.83 201.84 0.35 Reach1 22842.67 100 yr 5735.00 585.07 599.59 591.41 599.73 0.000492 3.06 2012.47 400.67 0.17 Reach1 22842.67 FW100 yr 5735.00 585.07 599.67 591.41 599.81 0.000478 3.04 2043.73 414.97 0.17 Reach1 22817 Old North Road Culvert Reach1 22793.56 100 yr 5735.00 584.07 598.05 590.30 598.23 0.000656 3.37 1701.51 197.44 0.19 Reach1 22793.56 FW100 yr 5735.00 584.07 598.22 590.30 598.39 0.000622 3.32 1735.64 219.49 0.19 Reach1 22493.9 100 yr 5735.00 584.90 596.01 597.39 0.008314 9.44 618.40 114.71 0.64 Reach1 22493.9 FW100 yr 5735.00 584.90 596.42 597.63 0.006914 8.87 667.99 127.20 0.59 Reach1 21594.3 100 yr 5735.00 581.03 593.15 593.56 0.002289 5.38 1369.21 328.80 0.35 Reach1 21594.3 FW100 yr 5735.00 581.03 593.33 593.85 0.002582 5.81 1031.17 149.50 0.37 Reach1 20540.43 J 100 yr 5735.00 576.71 590.65 591.03 0.002557 5.03 1219.09 303.67 0.35 Reach1 20540.43 J FW100 yr 5735.00 576.71 590.88 591.24 0.002298 4.86 1227.32 224.19 0.34 HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 100 yr 5735.00 573.64 588.58 588.75 0.001144 4.59 2435.50 513.46 0.25 Reach1 19140.02 FW100 yr 5735.00 573.64 588.75 588.96 0.001245 4.84 2052.84 345.00 0.26 Reach1 19078.49 100 yr 5735.00 575.02 588.41 585.82 588.61 0.003066 4.67 2244.91 587.74 0.26 Reach1 19078.49 FW100 yr 5735.00 575.02 588.49 585.84 588.79 0.003877 5.28 1760.79 369.00 0.30 Reach1 19058 Mingo Road Culvert Reach1 19042.91 100 yr 5735.00 574.10 588.31 583.66 588.53 0.002981 4.71 2222.39 582.60 0.26 Reach1 19042.91 FW100 yr 5735.00 574.10 588.39 583.66 588.71 0.003774 5.32 1731.91 361.00 0.29 Reach1 18997.21 100 yr 7007.00 571.93 588.37 581.90 588.40 0.000330 1.89 5919.25 890.64 0.09 Reach1 18997.21 FW100 yr 7007.00 571.93 588.45 581.89 588.54 0.000603 2.56 3202.86 292.00 0.13 Reach1 18975 Mingo RR Bridge Reach1 18967.14 100 yr 7007.00 571.93 586.31 581.90 587.25 0.007527 7.79 899.95 816.26 0.43 Reach1 18967.14 FW100 yr 7007.00 571.93 586.53 581.91 587.43 0.007009 7.62 919.42 292.00 0.42 Reach1 18596.96 I 100 yr 7007.00 568.25 585.29 585.46 0.002462 4.45 2974.37 724.45 0.24 Reach1 18596.96 I FW100 yr 7007.00 568.25 585.47 585.67 0.002626 4.65 2539.87 464.00 0.25 Reach1 18523.65 100 yr 7007.00 569.71 583.73 584.92 0.012147 8.73 802.96 88.19 0.51 Reach1 18523.65 FW100 yr 7007.00 569.71 584.05 585.15 0.011053 8.44 830.57 89.34 0.49 Reach1 18234.52 100 yr 7007.00 570.55 583.66 583.76 0.001566 3.49 3139.80 551.54 0.19 Reach1 18234.52 FW100 yr 7007.00 570.55 584.04 584.13 0.001323 3.29 3237.71 447.34 0.18 Reach1 17743.03 100 yr 7270.00 567.37 582.69 572.18 582.92 0.001098 3.89 1867.39 470.42 0.18 Reach1 17743.03 FW100 yr 7270.00 567.37 583.56 572.18 583.65 0.000492 2.44 3220.77 300.00 0.11 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 100 yr 7270.00 564.82 581.44 569.63 581.56 0.000765 3.01 3278.89 507.67 0.13 Reach1 17512.92 FW100 yr 7270.00 564.82 582.16 569.63 582.27 0.000642 2.84 3355.38 403.00 0.12 Reach1 17500 100 yr 7270.00 566.20 581.38 581.46 0.000726 2.60 3738.33 556.48 0.13 Reach1 17500 FW100 yr 7270.00 566.20 582.10 582.19 0.000668 2.58 3425.15 388.32 0.13 Reach1 17400 100 yr 7270.00 566.00 581.20 581.35 0.001800 3.59 3004.33 598.77 0.20 Reach1 17400 FW100 yr 7270.00 566.00 581.93 582.09 0.001651 3.57 2726.06 405.00 0.20 HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 17300 100 yr 7270.00 565.90 580.85 581.08 0.004148 5.85 2731.30 676.33 0.29 Reach1 17300 FW100 yr 7270.00 565.90 581.57 581.83 0.003928 5.92 2397.63 450.00 0.29 Reach1 17220 100 yr 7270.00 565.66 580.48 580.73 0.004531 6.08 2643.30 673.85 0.30 Reach1 17220 FW100 yr 7270.00 565.66 581.23 581.51 0.004136 6.04 2354.37 450.00 0.29 Reach1 17070 100 yr 7270.00 565.10 580.01 580.14 0.003799 3.96 3238.15 959.59 0.27 Reach1 17070 FW100 yr 7270.00 565.10 580.78 580.95 0.003806 4.17 2458.39 446.00 0.27 Reach1 14598.35 100 yr 9068.00 564.00 579.06 579.18 0.002626 4.23 3644.18 796.79 0.23 Reach1 14598.35 FW100 yr 9068.00 564.00 579.73 579.91 0.003011 4.72 2901.34 460.00 0.25 Reach1 14550 100 yr 9068.00 563.90 578.93 579.05 0.002688 4.28 3604.19 798.37 0.23 Reach1 14550 FW100 yr 9068.00 563.90 579.59 579.76 0.003051 4.42 2900.98 460.00 0.24 Reach1 14500 100 yr 9068.00 563.50 578.52 578.65 0.002695 4.28 3600.85 798.18 0.23 Reach1 14500 FW100 yr 9068.00 563.50 579.12 579.29 0.003146 4.47 2869.21 460.00 0.24 Reach1 14400 100 yr 9068.00 563.20 578.44 578.53 0.001910 3.65 4327.06 952.67 0.20 Reach1 14400 FW100 yr 9068.00 563.20 579.02 579.15 0.002298 3.97 3362.13 506.00 0.21 Reach1 14300 100 yr 9068.00 560.90 577.18 577.36 0.002964 4.64 3808.30 939.88 0.26 Reach1 14300 FW100 yr 9068.00 560.90 577.56 577.79 0.003141 4.89 2995.12 504.00 0.27 Reach1 14200 100 yr 9068.00 560.10 575.81 575.95 0.002561 5.04 3941.28 779.46 0.24 Reach1 14200 FW100 yr 9068.00 560.10 576.36 576.49 0.002319 4.30 3588.46 515.00 0.20 Reach1 14100 100 yr 9068.00 557.80 574.77 574.94 0.002252 4.70 3705.94 640.79 0.23 Reach1 14100 FW100 yr 9068.00 557.80 575.38 575.55 0.002198 4.42 3327.21 440.00 0.21 Reach1 14050 100 yr 9068.00 556.60 572.94 573.26 0.004244 5.23 2583.08 561.84 0.30 Reach1 14050 FW100 yr 9068.00 556.60 573.65 573.97 0.003744 5.06 2379.95 370.00 0.28 Reach1 13950 100 yr 9068.00 556.50 572.41 572.75 0.004561 5.67 2722.18 672.80 0.32 Reach1 13950 FW100 yr 9068.00 556.50 573.11 573.49 0.004273 5.75 2276.72 370.00 0.31 Reach1 13911.95 100 yr 9068.00 556.44 572.41 567.61 572.66 0.002267 4.33 3063.35 727.43 0.23 Reach1 13911.95 FW100 yr 9068.00 556.44 573.15 567.61 573.39 0.001907 4.16 2781.63 397.00 0.22 Reach1 13891 N. Mayhill Road Culvert Reach1 13872.17 100 yr 9068.00 556.43 572.28 567.80 572.52 0.002305 4.33 3036.11 701.88 0.24 Reach1 13872.17 FW100 yr 9068.00 556.43 572.81 567.80 573.06 0.002120 4.30 2685.46 402.00 0.23 HEC-RAS Plan: PSECFW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 13158.3 F 100 yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3659.01 935.74 0.28 Reach1 13158.3 F FW100 yr 9068.00 552.20 571.02 571.23 0.003332 5.08 3035.87 505.00 0.27 Reach1 12342.79 E 100 yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5770.93 1266.33 0.17 Reach1 12342.79 E FW100 yr 9068.00 549.50 569.45 569.56 0.001892 4.08 3930.03 560.00 0.20 Reach1 11243.77 D 100 yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.66 592.09 0.33 Reach1 11243.77 D FW100 yr 10050.00 547.90 565.11 565.39 0.006718 5.87 2566.47 575.25 0.33 Reach1 9166.97 C 100 yr 10050.00 541.90 561.36 561.44 0.001223 3.59 5750.77 955.55 0.17 Reach1 9166.97 C FW100 yr 10050.00 541.90 561.36 561.44 0.001223 3.59 5750.77 955.55 0.17 Reach1 7402.47 100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.60 670.00 0.25 Reach1 7402.47 FW100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.60 670.00 0.25 Reach1 6150.39 100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 FW100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 5205.99 100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.81 650.17 0.27 Reach1 5205.99 FW100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.81 650.17 0.27 Reach1 4266.94 100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.55 533.49 0.34 Reach1 4266.94 FW100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.55 533.49 0.34 Reach1 3456.28 B 100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.44 567.45 0.23 Reach1 3456.28 B FW100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.44 567.45 0.23 Reach1 1613.00 A 100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.59 619.50 0.26 Reach1 1613.00 A FW100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.59 619.50 0.26 Reach1 858.77 100 yr 10876.00 521.80 540.42 538.06 540.72 0.004213 6.65 3541.53 796.68 0.31 Reach1 858.77 FW100 yr 10876.00 521.80 540.42 538.06 540.72 0.004213 6.65 3541.53 796.68 0.31 Reach1 838 Trinity Road Bridge Reach1 828.42 100 yr 10876.00 519.50 537.29 536.11 537.88 0.008596 8.53 2600.32 727.45 0.43 Reach1 828.42 FW100 yr 10876.00 519.50 537.29 536.11 537.88 0.008597 8.53 2600.28 727.45 0.43 Reach1 4.23 100 yr 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Reach1 4.23 FW100 yr 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/09 Corrected Effective Multi-flow Summary.pdf RAS HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 10 yr 117.00 659.67 662.20 661.52 662.33 0.003385 2.81 41.67 33.97 0.45 Reach1 36789.82 T 50 yr 140.00 659.67 662.20 662.38 0.004869 3.37 41.59 33.93 0.54 Reach1 36789.82 T 100 yr 151.00 659.67 661.94 662.26 0.010267 4.54 33.25 30.29 0.76 Reach1 36789.82 T 500 yr 206.00 659.67 662.08 661.97 662.55 0.013904 5.50 37.46 32.16 0.90 Reach1 36417.31 10 yr 117.00 657.51 659.34 659.34 659.78 0.019399 5.32 21.97 25.42 1.01 Reach1 36417.31 50 yr 140.00 657.51 659.76 660.03 0.008410 4.17 33.55 29.74 0.69 Reach1 36417.31 100 yr 151.00 657.51 660.38 660.50 0.002570 2.82 53.46 34.59 0.40 Reach1 36417.31 500 yr 206.00 657.51 661.61 661.67 0.000775 2.00 103.18 46.43 0.23 Reach1 36076.18 10 yr 117.00 655.35 658.85 658.88 0.000476 1.38 84.75 45.91 0.18 Reach1 36076.18 50 yr 140.00 655.35 659.71 659.73 0.000217 1.09 128.44 55.05 0.13 Reach1 36076.18 100 yr 151.00 655.35 660.34 660.35 0.000128 0.92 164.94 61.65 0.10 Reach1 36076.18 500 yr 206.00 655.35 661.59 661.60 0.000071 0.83 253.61 80.69 0.08 Reach1 35576.95 10 yr 497.00 653.77 657.47 657.78 0.003985 4.44 112.04 51.91 0.53 Reach1 35576.95 50 yr 730.00 653.77 659.03 659.23 0.001590 3.55 208.15 93.60 0.36 Reach1 35576.95 100 yr 838.00 653.77 659.96 660.08 0.000777 2.92 322.04 146.77 0.26 Reach1 35576.95 500 yr 1016.00 653.77 661.45 661.50 0.000252 2.06 760.14 451.97 0.16 Reach1 35531.24 10 yr 497.00 653.90 657.19 655.96 657.59 0.002961 5.11 97.33 90.09 0.50 Reach1 35531.24 50 yr 730.00 653.90 658.66 656.57 659.08 0.001851 5.17 141.14 117.30 0.42 Reach1 35531.24 100 yr 838.00 653.90 659.57 656.82 659.96 0.001363 4.99 168.05 134.02 0.37 Reach1 35531.24 500 yr 1016.00 653.90 661.45 657.21 661.48 0.000140 1.36 753.81 237.20 0.11 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 10 yr 497.00 653.76 656.52 655.82 657.10 0.005288 6.08 81.74 79.71 0.64 Reach1 35492.17 50 yr 730.00 653.76 657.11 656.42 657.95 0.006010 7.37 99.06 90.34 0.71 Reach1 35492.17 100 yr 838.00 653.76 657.36 656.68 658.32 0.006213 7.87 106.55 94.93 0.73 Reach1 35492.17 500 yr 1016.00 653.76 657.73 657.08 658.89 0.006607 8.65 117.41 101.60 0.77 Reach1 34816.55 S 10 yr 497.00 646.58 651.07 651.07 651.86 0.012358 9.28 123.15 88.37 0.81 Reach1 34816.55 S 50 yr 730.00 646.58 651.68 651.68 652.47 0.011810 9.98 188.10 122.80 0.81 Reach1 34816.55 S 100 yr 838.00 646.58 651.89 651.89 652.68 0.011826 10.28 215.03 134.61 0.82 Reach1 34816.55 S 500 yr 1016.00 646.58 652.20 652.20 652.98 0.011685 10.65 259.38 151.96 0.82 Reach1 33841.53 10 yr 497.00 639.94 646.94 646.96 0.000070 1.19 653.61 166.78 0.08 Reach1 33841.53 50 yr 730.00 639.94 647.22 647.26 0.000128 1.66 701.04 172.87 0.11 Reach1 33841.53 100 yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.26 175.40 0.12 Reach1 33841.53 500 yr 1016.00 639.94 647.52 647.57 0.000211 2.19 752.63 179.25 0.14 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 33813.63 10 yr 497.00 639.96 646.94 641.61 646.96 0.000287 0.93 533.71 165.08 0.09 Reach1 33813.63 50 yr 730.00 639.96 647.22 642.05 647.25 0.000473 1.26 579.78 165.10 0.12 Reach1 33813.63 100 yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 500 yr 1016.00 639.96 647.51 642.52 647.55 0.000706 1.62 628.20 165.12 0.15 Reach1 33813 Inl Struct Reach1 33812.88 10 yr 497.00 639.96 643.09 643.25 0.001884 3.18 156.50 62.70 0.35 Reach1 33812.88 50 yr 730.00 639.96 643.78 643.98 0.001955 3.62 201.90 68.33 0.37 Reach1 33812.88 100 yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 500 yr 1016.00 639.96 644.65 644.88 0.001769 3.85 264.01 75.35 0.36 Reach1 33758.79 10 yr 497.00 640.00 642.81 643.07 0.004456 4.06 122.50 65.42 0.52 Reach1 33758.79 50 yr 730.00 640.00 643.55 643.83 0.003482 4.20 173.87 73.21 0.48 Reach1 33758.79 100 yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.20 76.89 0.46 Reach1 33758.79 500 yr 1016.00 640.00 644.49 644.75 0.002468 4.11 247.42 83.10 0.42 Reach1 33125.66 R 10 yr 497.00 637.01 641.32 641.46 0.001581 3.01 165.17 63.13 0.33 Reach1 33125.66 R 50 yr 730.00 637.01 642.49 642.62 0.001130 2.98 245.20 73.89 0.29 Reach1 33125.66 R 100 yr 838.00 637.01 642.96 643.10 0.001021 2.98 280.99 78.22 0.28 Reach1 33125.66 R 500 yr 1016.00 637.01 643.72 643.85 0.000862 2.96 343.29 86.61 0.26 Reach1 32079.78 10 yr 1662.00 632.07 640.00 640.20 0.001114 3.64 473.95 132.40 0.30 Reach1 32079.78 50 yr 2513.00 632.07 640.56 640.91 0.001832 4.79 555.12 154.31 0.39 Reach1 32079.78 100 yr 2922.00 632.07 640.76 641.18 0.002209 5.31 588.39 188.77 0.43 Reach1 32079.78 500 yr 3684.00 632.07 641.04 641.61 0.002965 6.23 648.13 239.53 0.50 Reach1 32045.85 10 yr 1662.00 630.85 640.07 636.12 640.10 0.000162 1.57 1080.11 283.68 0.12 Reach1 32045.85 50 yr 2513.00 630.85 640.68 637.80 640.75 0.000253 2.10 1334.54 529.77 0.15 Reach1 32045.85 100 yr 2922.00 630.85 640.90 638.01 640.99 0.000298 2.34 1453.79 539.64 0.17 Reach1 32045.85 500 yr 3684.00 630.85 641.24 638.01 641.35 0.000386 2.75 1641.00 608.66 0.19 Reach1 32020 Stuart Road Culvert Reach1 31992.36 10 yr 1662.00 630.83 637.53 636.07 639.14 0.006578 10.19 163.04 131.21 0.69 Reach1 31992.36 50 yr 2513.00 630.83 638.02 637.75 638.31 0.002157 4.27 587.88 139.13 0.37 Reach1 31992.36 100 yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.68 146.15 0.38 Reach1 31992.36 500 yr 3684.00 630.83 639.20 638.01 639.56 0.002305 4.83 762.75 157.92 0.39 Reach1 31281.2 Q 10 yr 1662.00 628.78 634.77 635.10 0.003633 4.60 361.29 111.90 0.45 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 31281.2 Q 50 yr 2513.00 628.78 634.90 635.60 0.007398 6.68 376.43 113.69 0.65 Reach1 31281.2 Q 100 yr 2922.00 628.78 635.28 636.02 0.007288 6.93 433.92 169.97 0.65 Reach1 31281.2 Q 500 yr 3684.00 628.78 635.74 634.74 636.63 0.007939 7.63 517.04 190.57 0.69 Reach1 30391.02 P 10 yr 1662.00 626.22 631.51 630.42 631.72 0.003909 3.64 456.70 215.82 0.44 Reach1 30391.02 P 50 yr 2513.00 626.22 633.69 630.99 633.79 0.000805 2.54 1131.40 414.82 0.22 Reach1 30391.02 P 100 yr 2922.00 626.22 634.57 631.17 634.64 0.000531 2.33 1682.42 766.96 0.19 Reach1 30391.02 P 500 yr 3684.00 626.22 634.96 631.48 635.06 0.000605 2.61 1990.65 792.17 0.20 Reach1 30339.09 10 yr 1662.00 624.60 631.00 628.93 631.46 0.003180 5.41 307.45 97.84 0.45 Reach1 30339.09 50 yr 2513.00 624.60 633.45 629.88 633.68 0.001147 4.32 1063.18 545.75 0.29 Reach1 30339.09 100 yr 2922.00 624.60 634.40 630.26 634.57 0.000769 3.86 1734.21 888.15 0.24 Reach1 30339.09 500 yr 3684.00 624.60 634.77 630.99 634.96 0.000902 4.30 2074.28 951.00 0.26 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 10 yr 1662.00 624.60 629.46 628.95 630.61 0.010887 8.63 192.67 76.05 0.80 Reach1 30242.84 50 yr 2513.00 624.60 630.25 629.94 632.03 0.012848 10.70 234.95 353.96 0.90 Reach1 30242.84 100 yr 2922.00 624.60 630.58 630.37 632.66 0.013679 11.58 252.41 488.08 0.93 Reach1 30242.84 500 yr 3684.00 624.60 631.15 631.13 633.79 0.014930 13.04 282.54 616.81 1.00 Reach1 29853.37 O 10 yr 1662.00 621.00 626.22 626.92 0.007410 6.73 247.44 80.03 0.64 Reach1 29853.37 O 50 yr 2513.00 621.00 627.38 628.22 0.006152 7.45 374.94 140.75 0.61 Reach1 29853.37 O 100 yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O 500 yr 3684.00 621.00 628.42 627.43 629.47 0.006100 8.51 581.23 277.48 0.63 Reach1 29237.29 10 yr 1662.00 615.14 623.23 623.68 0.003779 5.35 320.19 105.10 0.43 Reach1 29237.29 50 yr 2513.00 615.14 624.51 625.05 0.004064 6.01 536.52 264.70 0.46 Reach1 29237.29 100 yr 2922.00 615.14 624.92 625.49 0.004252 6.29 660.96 349.20 0.47 Reach1 29237.29 500 yr 3684.00 615.14 625.55 626.13 0.004203 6.58 928.81 456.64 0.47 Reach1 28223.67 N 10 yr 1662.00 611.45 620.04 620.34 0.002835 4.40 412.79 235.37 0.37 Reach1 28223.67 N 50 yr 2513.00 611.45 620.75 621.17 0.003615 5.42 614.33 302.00 0.43 Reach1 28223.67 N 100 yr 2922.00 611.45 621.16 621.60 0.003522 5.60 742.60 324.03 0.43 Reach1 28223.67 N 500 yr 3684.00 611.45 621.79 622.28 0.003582 6.01 969.36 427.32 0.44 Reach1 28170.27 10 yr 1662.00 611.84 619.58 615.97 620.17 0.002480 6.16 269.86 118.07 0.39 Reach1 28170.27 50 yr 2513.00 611.84 620.83 617.28 621.00 0.001109 3.32 850.05 413.16 0.25 Reach1 28170.27 100 yr 2922.00 611.84 621.23 617.87 621.42 0.001163 3.53 1030.57 473.39 0.25 Reach1 28170.27 500 yr 3684.00 611.84 621.88 618.87 622.09 0.001220 3.82 1363.84 558.99 0.26 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 10 yr 1662.00 611.67 618.88 615.80 619.56 0.003155 6.63 250.73 110.48 0.43 Reach1 28117.26 50 yr 2513.00 611.67 617.14 617.14 619.85 0.018172 13.22 190.04 92.15 1.00 Reach1 28117.26 100 yr 2922.00 611.67 617.71 617.71 620.72 0.017565 13.90 210.16 98.23 1.00 Reach1 28117.26 500 yr 3684.00 611.67 620.80 618.71 621.46 0.003670 6.56 659.46 417.63 0.46 Reach1 27221.49 10 yr 1662.00 606.23 613.53 611.87 614.38 0.013779 7.41 224.43 54.47 0.64 Reach1 27221.49 50 yr 2513.00 606.23 615.24 615.69 0.016660 5.39 466.03 220.13 0.65 Reach1 27221.49 100 yr 2922.00 606.23 615.61 616.05 0.013453 5.34 547.61 224.73 0.60 Reach1 27221.49 500 yr 3684.00 606.23 616.54 616.89 0.007216 4.82 786.03 310.72 0.46 Reach1 26191.66 M 10 yr 3000.00 600.60 611.42 611.55 0.001419 2.96 1034.57 213.11 0.22 Reach1 26191.66 M 50 yr 4400.00 600.60 612.55 612.74 0.001550 3.51 1309.77 251.34 0.24 Reach1 26191.66 M 100 yr 4800.00 600.60 612.71 612.92 0.001690 3.72 1349.77 253.12 0.25 Reach1 26191.66 M 500 yr 6485.00 600.60 613.36 613.67 0.002189 4.51 1517.69 260.47 0.29 Reach1 26141.04 10 yr 3000.00 601.26 611.36 607.49 611.49 0.001114 2.92 1079.30 287.65 0.20 Reach1 26141.04 50 yr 4400.00 601.26 612.50 609.31 612.66 0.001202 3.39 1516.46 493.17 0.22 Reach1 26141.04 100 yr 4800.00 601.26 612.65 609.80 612.83 0.001290 3.56 1595.13 500.15 0.23 Reach1 26141.04 500 yr 6485.00 601.26 613.32 610.90 613.55 0.001532 4.10 1939.37 529.62 0.25 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 10 yr 3000.00 601.09 607.32 607.32 610.42 0.026526 14.12 212.39 115.96 1.00 Reach1 26097.11 50 yr 4400.00 601.09 610.63 609.21 610.98 0.003285 4.76 932.27 201.65 0.35 Reach1 26097.11 100 yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.52 221.29 0.36 Reach1 26097.11 500 yr 6485.00 601.09 611.84 610.00 612.31 0.003554 5.59 1262.82 345.85 0.37 Reach1 24854.98 L 10 yr 3000.00 591.98 601.76 601.35 603.29 0.012942 10.09 337.41 119.42 0.79 Reach1 24854.98 L 50 yr 4400.00 591.98 603.63 604.91 0.007859 9.69 606.92 163.33 0.65 Reach1 24854.98 L 100 yr 4800.00 591.98 604.35 605.45 0.006170 9.17 728.17 174.71 0.58 Reach1 24854.98 L 500 yr 6485.00 591.98 605.68 606.85 0.005637 9.75 971.56 190.52 0.57 Reach1 24146.55 10 yr 3000.00 590.95 600.54 595.49 600.89 0.001246 4.76 629.61 72.80 0.28 Reach1 24146.55 50 yr 4400.00 590.95 602.01 596.59 602.57 0.001608 6.00 733.87 260.43 0.33 Reach1 24146.55 100 yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.85 352.19 0.33 Reach1 24146.55 500 yr 6485.00 590.95 603.69 598.06 604.34 0.002329 6.76 1395.35 473.56 0.34 Reach1 24130 Burning Tree Lan Culvert HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 24099.6 10 yr 3000.00 590.74 600.27 595.93 600.68 0.001661 5.19 578.50 87.20 0.32 Reach1 24099.6 50 yr 4400.00 590.74 601.46 597.04 602.15 0.002261 6.63 663.57 87.38 0.38 Reach1 24099.6 100 yr 4800.00 590.74 602.19 597.34 602.69 0.001942 5.69 918.41 346.58 0.32 Reach1 24099.6 500 yr 6485.00 590.74 603.64 598.50 604.17 0.001854 6.11 1524.70 485.95 0.32 Reach1 24005.85 10 yr 3000.00 590.32 600.17 600.47 0.001720 4.39 683.83 108.60 0.31 Reach1 24005.85 50 yr 4400.00 590.32 601.38 601.82 0.002180 5.33 865.16 216.12 0.35 Reach1 24005.85 100 yr 4800.00 590.32 602.05 602.48 0.001893 5.27 1031.32 401.64 0.33 Reach1 24005.85 500 yr 6485.00 590.32 603.55 603.96 0.001573 5.40 1707.96 503.11 0.31 Reach1 22889.88 K 10 yr 4061.00 585.44 597.41 597.90 0.002873 5.60 732.33 121.20 0.38 Reach1 22889.88 K 50 yr 4929.00 585.44 598.74 599.23 0.002298 5.61 932.64 184.82 0.35 Reach1 22889.88 K 100 yr 5738.00 585.44 599.44 599.97 0.002303 5.94 1067.10 200.30 0.35 Reach1 22889.88 K 500 yr 7352.00 585.44 600.30 600.99 0.002671 6.81 1248.45 226.18 0.39 Reach1 22842.67 10 yr 4061.00 585.07 597.37 590.10 597.79 0.001083 5.21 779.33 173.22 0.26 Reach1 22842.67 50 yr 4929.00 585.07 598.82 590.81 599.04 0.000689 3.74 1358.42 265.48 0.20 Reach1 22842.67 100 yr 5738.00 585.07 599.59 591.41 599.74 0.000492 3.06 2013.28 401.05 0.17 Reach1 22842.67 500 yr 7352.00 585.07 600.50 592.56 600.69 0.000580 3.52 2470.22 568.41 0.19 Reach1 22817 Old North Road Culvert Reach1 22793.56 10 yr 4061.00 584.07 596.41 589.03 596.54 0.000545 2.87 1417.21 165.87 0.17 Reach1 22793.56 50 yr 4929.00 584.07 597.30 589.70 597.46 0.000608 3.14 1567.90 173.23 0.18 Reach1 22793.56 100 yr 5738.00 584.07 598.06 590.30 598.23 0.000656 3.37 1702.04 197.80 0.19 Reach1 22793.56 500 yr 7352.00 584.07 599.35 591.41 599.57 0.000707 3.77 2048.38 356.84 0.20 Reach1 22493.9 10 yr 4061.00 584.90 594.88 595.88 0.007198 8.03 506.05 88.42 0.58 Reach1 22493.9 50 yr 4929.00 584.90 595.50 596.70 0.007798 8.80 563.69 99.11 0.62 Reach1 22493.9 100 yr 5738.00 584.90 596.01 597.39 0.008315 9.45 618.63 114.77 0.64 Reach1 22493.9 500 yr 7352.00 584.90 596.86 595.11 598.60 0.009198 10.64 734.59 180.67 0.69 Reach1 21594.3 10 yr 4061.00 581.03 591.95 592.29 0.002316 4.82 1000.02 286.87 0.34 Reach1 21594.3 50 yr 4929.00 581.03 592.61 592.98 0.002294 5.12 1195.98 306.00 0.34 Reach1 21594.3 100 yr 5738.00 581.03 593.15 593.56 0.002290 5.38 1369.71 328.86 0.35 Reach1 21594.3 500 yr 7352.00 581.03 594.14 594.59 0.002254 5.80 1727.40 468.87 0.35 Reach1 20540.43 J 10 yr 4061.00 576.71 589.49 589.79 0.002430 4.40 930.74 191.57 0.33 Reach1 20540.43 J 50 yr 4929.00 576.71 590.10 590.45 0.002542 4.77 1060.47 275.10 0.35 Reach1 20540.43 J 100 yr 5738.00 576.71 590.65 591.03 0.002561 5.03 1218.83 303.62 0.35 Reach1 20540.43 J 500 yr 7352.00 576.71 591.87 592.27 0.002210 5.21 1636.06 388.40 0.34 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 10 yr 4061.00 573.64 586.97 587.19 0.001512 4.74 1646.00 471.65 0.28 Reach1 19140.02 50 yr 4929.00 573.64 587.59 587.81 0.001497 4.92 1941.88 487.97 0.28 Reach1 19140.02 100 yr 5738.00 573.64 588.56 588.74 0.001156 4.61 2427.29 513.05 0.25 Reach1 19140.02 500 yr 7352.00 573.64 590.43 590.56 0.000767 4.18 3425.78 563.08 0.21 Reach1 19078.49 10 yr 4061.00 575.02 586.63 583.98 586.98 0.005313 5.39 1275.16 504.19 0.33 Reach1 19078.49 50 yr 4929.00 575.02 587.30 585.30 587.61 0.004765 5.38 1621.20 535.92 0.32 Reach1 19078.49 100 yr 5738.00 575.02 588.39 585.82 588.60 0.003105 4.69 2234.08 586.91 0.26 Reach1 19078.49 500 yr 7352.00 575.02 590.35 586.46 590.48 0.001736 3.96 3629.41 866.98 0.20 Reach1 19058 Mingo Road Culvert Reach1 19042.91 10 yr 4061.00 574.10 585.13 583.21 586.06 0.013636 7.90 641.06 367.17 0.52 Reach1 19042.91 50 yr 4929.00 574.10 587.20 583.21 587.52 0.004526 5.38 1603.33 530.43 0.31 Reach1 19042.91 100 yr 5738.00 574.10 588.31 583.67 588.53 0.002985 4.71 2222.32 582.60 0.26 Reach1 19042.91 500 yr 7352.00 574.10 590.29 586.29 590.43 0.001693 3.99 3614.99 862.40 0.20 Reach1 18997.21 10 yr 4176.00 571.93 585.06 580.19 585.50 0.004132 5.30 788.27 716.42 0.31 Reach1 18997.21 50 yr 5985.00 571.93 587.30 581.31 587.34 0.000371 1.89 4990.00 852.39 0.10 Reach1 18997.21 100 yr 7007.00 571.93 588.37 581.90 588.40 0.000330 1.89 5919.25 890.64 0.09 Reach1 18997.21 500 yr 8662.00 571.93 590.32 582.79 590.35 0.000252 1.81 7725.98 960.56 0.08 Reach1 18975 Mingo RR Bridge Reach1 18967.14 10 yr 4176.00 571.93 584.45 580.21 584.95 0.005212 5.67 736.63 670.82 0.35 Reach1 18967.14 50 yr 5985.00 571.93 585.71 581.32 586.48 0.006717 7.06 847.18 772.33 0.40 Reach1 18967.14 100 yr 7007.00 571.93 586.31 581.90 587.25 0.007527 7.79 899.95 816.26 0.43 Reach1 18967.14 500 yr 8662.00 571.93 587.24 582.78 588.45 0.008592 8.82 982.28 850.33 0.46 Reach1 18596.96 I 10 yr 4176.00 568.25 582.61 582.96 0.005097 5.31 1307.65 517.84 0.33 Reach1 18596.96 I 50 yr 5985.00 568.25 584.30 584.54 0.003324 4.86 2294.49 654.45 0.27 Reach1 18596.96 I 100 yr 7007.00 568.25 585.29 585.46 0.002462 4.45 2974.37 724.45 0.24 Reach1 18596.96 I 500 yr 8662.00 568.25 586.72 586.85 0.001719 4.04 4086.13 824.30 0.20 Reach1 18523.65 10 yr 4176.00 569.71 581.71 582.39 0.008453 6.61 632.08 80.75 0.42 Reach1 18523.65 50 yr 5985.00 569.71 582.89 583.93 0.011585 8.20 729.73 85.08 0.49 Reach1 18523.65 100 yr 7007.00 569.71 583.73 584.92 0.012148 8.73 802.96 88.19 0.51 Reach1 18523.65 500 yr 8662.00 569.71 584.97 586.36 0.012893 9.47 915.09 92.75 0.53 Reach1 18234.52 10 yr 4176.00 570.55 581.52 581.59 0.001199 2.62 2207.68 365.16 0.16 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 18234.52 50 yr 5985.00 570.55 582.72 582.82 0.001581 3.30 2692.17 440.40 0.19 Reach1 18234.52 100 yr 7007.00 570.55 583.66 583.76 0.001566 3.49 3139.77 551.52 0.19 Reach1 18234.52 500 yr 8662.00 570.55 584.90 585.03 0.001825 4.07 3986.90 743.51 0.21 Reach1 17743.03 10 yr 4975.00 567.37 580.84 571.10 580.98 0.000790 3.03 1641.89 291.00 0.15 Reach1 17743.03 50 yr 6203.00 567.37 581.85 571.67 582.04 0.000965 3.51 1765.01 389.08 0.16 Reach1 17743.03 100 yr 7270.00 567.37 582.69 572.18 582.92 0.001098 3.89 1867.38 470.36 0.18 Reach1 17743.03 500 yr 8954.00 567.37 584.32 572.88 584.43 0.000582 2.74 4105.30 753.81 0.13 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 10 yr 4975.00 564.82 580.29 568.57 580.40 0.000503 2.65 1875.93 471.78 0.12 Reach1 17512.92 50 yr 6203.00 564.82 580.96 569.15 581.06 0.000646 2.71 3039.37 489.86 0.12 Reach1 17512.92 100 yr 7270.00 564.82 581.44 569.63 581.56 0.000765 3.01 3278.83 507.66 0.13 Reach1 17512.92 500 yr 8954.00 564.82 582.18 570.36 582.34 0.000931 3.42 3668.73 551.67 0.15 Reach1 17500 10 yr 4975.00 566.20 580.26 580.31 0.000532 2.08 3123.73 541.59 0.11 Reach1 17500 50 yr 6203.00 566.20 580.90 580.98 0.000634 2.37 3478.14 550.72 0.13 Reach1 17500 100 yr 7270.00 566.20 581.38 581.46 0.000726 2.60 3739.54 557.37 0.13 Reach1 17500 500 yr 8954.00 566.20 582.11 582.21 0.000841 2.92 4150.12 566.94 0.15 Reach1 17400 10 yr 4975.00 566.00 580.11 580.22 0.001520 3.05 2368.58 565.52 0.18 Reach1 17400 50 yr 6203.00 566.00 580.74 580.88 0.001665 3.35 2733.11 586.83 0.20 Reach1 17400 100 yr 7270.00 566.00 581.20 581.35 0.001800 3.59 3004.33 598.77 0.20 Reach1 17400 500 yr 8954.00 566.00 581.92 582.09 0.001921 3.90 3438.63 610.53 0.21 Reach1 17300 10 yr 4975.00 565.90 579.70 579.97 0.004516 5.73 1971.09 653.30 0.30 Reach1 17300 50 yr 6203.00 565.90 580.38 580.61 0.004184 5.73 2416.97 667.44 0.29 Reach1 17300 100 yr 7270.00 565.90 580.85 581.08 0.004148 5.85 2731.30 676.33 0.29 Reach1 17300 500 yr 8954.00 565.90 581.59 581.81 0.003929 5.92 3240.23 690.49 0.29 Reach1 17220 10 yr 4975.00 565.66 579.25 579.57 0.005372 6.17 1832.48 646.36 0.33 Reach1 17220 50 yr 6203.00 565.66 580.00 580.26 0.004642 5.99 2322.82 664.75 0.31 Reach1 17220 100 yr 7270.00 565.66 580.48 580.73 0.004531 6.08 2643.30 673.85 0.30 Reach1 17220 500 yr 8954.00 565.66 581.25 581.49 0.004167 6.07 3172.77 688.63 0.30 Reach1 17020 10 yr 4975.00 565.10 578.45 578.66 0.007798 4.74 1843.13 820.51 0.37 Reach1 17020 50 yr 6203.00 565.10 579.49 579.62 0.004238 3.96 2751.32 903.53 0.28 Reach1 17020 100 yr 7270.00 565.10 580.01 580.14 0.003799 3.96 3238.15 959.59 0.27 Reach1 17020 500 yr 8954.00 565.10 580.88 580.99 0.002928 3.78 4074.05 965.03 0.24 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 14598.35 10 yr 4988.00 564.00 577.23 577.33 0.002566 3.67 2251.10 717.72 0.22 Reach1 14598.35 50 yr 7686.00 564.00 578.51 578.62 0.002605 4.06 3211.35 774.57 0.23 Reach1 14598.35 100 yr 9068.00 564.00 579.06 579.18 0.002626 4.23 3644.18 796.79 0.23 Reach1 14598.35 500 yr 11731.00 564.00 579.98 580.12 0.002718 4.55 4405.15 864.54 0.24 Reach1 14550 10 yr 4988.00 563.90 577.09 577.20 0.002641 3.72 2215.61 714.55 0.23 Reach1 14550 50 yr 7686.00 563.90 578.38 578.49 0.002669 4.11 3171.84 774.22 0.23 Reach1 14550 100 yr 9068.00 563.90 578.93 579.05 0.002688 4.28 3604.19 798.37 0.23 Reach1 14550 500 yr 11731.00 563.90 579.84 579.98 0.002771 4.60 4362.95 864.69 0.24 Reach1 14500 10 yr 4988.00 563.50 576.70 576.80 0.002630 3.71 2219.47 714.82 0.22 Reach1 14500 50 yr 7686.00 563.50 577.98 578.09 0.002670 4.11 3171.48 774.20 0.23 Reach1 14500 100 yr 9068.00 563.50 578.52 578.65 0.002695 4.28 3600.85 798.18 0.23 Reach1 14500 500 yr 11731.00 563.50 579.42 579.56 0.002798 4.61 4346.46 862.99 0.24 Reach1 14400 10 yr 4988.00 563.20 576.60 576.67 0.001800 3.12 2690.60 806.83 0.19 Reach1 14400 50 yr 7686.00 563.20 577.89 577.98 0.001879 3.49 3812.54 914.41 0.20 Reach1 14400 100 yr 9068.00 563.20 578.44 578.53 0.001910 3.65 4327.06 952.67 0.20 Reach1 14400 500 yr 11731.00 563.20 579.35 579.45 0.001991 3.94 5221.49 1020.87 0.21 Reach1 14300 10 yr 4988.00 560.90 575.28 575.44 0.002951 4.03 2243.43 714.93 0.25 Reach1 14300 50 yr 7686.00 560.90 576.60 576.78 0.003015 4.50 3282.58 874.36 0.26 Reach1 14300 100 yr 9068.00 560.90 577.18 577.36 0.002964 4.64 3808.30 939.88 0.26 Reach1 14300 500 yr 11731.00 560.90 578.14 578.32 0.002819 4.80 4745.26 997.30 0.25 Reach1 14200 10 yr 4988.00 560.10 573.88 574.00 0.002266 4.28 2573.87 651.50 0.22 Reach1 14200 50 yr 7686.00 560.10 575.22 575.36 0.002461 4.80 3500.54 731.68 0.23 Reach1 14200 100 yr 9068.00 560.10 575.81 575.95 0.002561 5.04 3941.28 779.46 0.24 Reach1 14200 500 yr 11731.00 560.10 576.82 576.98 0.002596 5.32 4762.38 834.94 0.25 Reach1 14100 10 yr 4988.00 557.80 572.93 573.06 0.001860 3.86 2550.36 608.75 0.20 Reach1 14100 50 yr 7686.00 557.80 574.21 574.37 0.002154 4.47 3348.92 636.36 0.22 Reach1 14100 100 yr 9068.00 557.80 574.77 574.94 0.002252 4.70 3705.94 640.79 0.23 Reach1 14100 500 yr 11731.00 557.80 575.78 575.96 0.002369 5.07 4353.23 648.75 0.24 Reach1 14050 10 yr 4988.00 556.60 571.58 571.78 0.002838 3.85 1845.91 527.99 0.24 Reach1 14050 50 yr 7686.00 556.60 572.50 572.79 0.003875 4.84 2341.93 550.83 0.29 Reach1 14050 100 yr 9068.00 556.60 572.94 573.26 0.004244 5.23 2583.08 561.84 0.30 Reach1 14050 500 yr 11731.00 556.60 573.84 574.20 0.004485 5.72 3099.32 584.70 0.32 Reach1 13950 10 yr 4988.00 556.50 571.21 571.42 0.002959 4.19 1943.28 625.75 0.25 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 13950 50 yr 7686.00 556.50 572.01 572.31 0.004182 5.28 2454.32 657.07 0.30 Reach1 13950 100 yr 9068.00 556.50 572.41 572.75 0.004561 5.67 2722.18 672.80 0.32 Reach1 13950 500 yr 11731.00 556.50 573.34 573.69 0.004546 6.01 3363.68 709.06 0.32 Reach1 13911.95 10 yr 4988.00 556.44 571.23 565.07 571.35 0.001216 2.93 2252.74 635.29 0.17 Reach1 13911.95 50 yr 7686.00 556.44 572.02 567.61 572.23 0.001971 3.94 2780.35 705.62 0.22 Reach1 13911.95 100 yr 9068.00 556.44 572.41 567.61 572.66 0.002267 4.33 3063.35 727.43 0.23 Reach1 13911.95 500 yr 11731.00 556.44 573.33 567.61 573.61 0.002492 4.80 3748.94 776.99 0.25 Reach1 13891 N. Mayhill Road Culvert Reach1 13872.17 10 yr 4988.00 556.43 570.41 564.45 570.58 0.001759 3.33 1842.43 566.00 0.20 Reach1 13872.17 50 yr 7686.00 556.43 571.72 567.12 571.94 0.002157 4.04 2655.71 663.01 0.23 Reach1 13872.17 100 yr 9068.00 556.43 572.28 567.80 572.52 0.002305 4.33 3036.11 701.88 0.24 Reach1 13872.17 500 yr 11731.00 556.43 573.22 567.80 573.51 0.002516 4.80 3732.32 766.82 0.25 Reach1 13158.3 F 10 yr 4988.00 552.20 568.62 568.82 0.003877 4.66 2187.06 792.44 0.28 Reach1 13158.3 F 50 yr 7686.00 552.20 569.80 569.99 0.003771 5.00 3182.70 894.21 0.28 Reach1 13158.3 F 100 yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3659.01 935.74 0.28 Reach1 13158.3 F 500 yr 11731.00 552.20 571.24 571.43 0.003549 5.31 4551.79 1008.99 0.28 Reach1 12342.79 E 10 yr 4988.00 549.50 567.10 567.17 0.001571 3.27 3599.97 1089.44 0.17 Reach1 12342.79 E 50 yr 7686.00 549.50 568.39 568.45 0.001503 3.44 5081.24 1214.70 0.17 Reach1 12342.79 E 100 yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5770.93 1266.33 0.17 Reach1 12342.79 E 500 yr 11731.00 549.50 569.93 570.00 0.001431 3.63 7071.17 1358.35 0.17 Reach1 11243.77 D 10 yr 5369.00 547.90 563.21 563.43 0.007117 5.22 1554.68 477.38 0.33 Reach1 11243.77 D 50 yr 8482.00 547.90 564.52 564.79 0.007018 5.75 2230.60 555.76 0.34 Reach1 11243.77 D 100 yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.66 592.09 0.33 Reach1 11243.77 D 500 yr 13184.00 547.90 566.26 566.56 0.006235 6.10 3294.56 663.48 0.33 Reach1 9166.97 C 10 yr 5369.00 541.90 558.88 558.96 0.001379 3.36 3488.00 868.88 0.17 Reach1 9166.97 C 50 yr 8482.00 541.90 560.63 560.70 0.001247 3.50 5059.82 929.94 0.17 Reach1 9166.97 C 100 yr 10050.00 541.90 561.36 561.44 0.001223 3.59 5750.77 955.55 0.17 Reach1 9166.97 C 500 yr 13184.00 541.90 562.67 562.76 0.001207 3.78 7040.31 1015.31 0.17 Reach1 7402.47 10 yr 5369.00 537.40 556.36 556.60 0.002341 4.85 2096.97 484.74 0.23 Reach1 7402.47 50 yr 8482.00 537.40 558.32 558.58 0.002473 5.45 3174.98 616.70 0.24 Reach1 7402.47 100 yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.60 670.00 0.25 Reach1 7402.47 500 yr 13184.00 537.40 560.48 560.75 0.002568 6.04 4666.41 773.08 0.25 HEC-RAS Plan: PSECMF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 6150.39 10 yr 5369.00 534.70 553.35 553.64 0.002798 5.22 1871.11 459.16 0.25 Reach1 6150.39 50 yr 8482.00 534.70 555.20 555.51 0.002973 5.87 2781.20 521.04 0.26 Reach1 6150.39 100 yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 500 yr 13184.00 534.70 557.20 557.55 0.003240 6.64 3882.71 579.94 0.28 Reach1 5205.99 10 yr 5369.00 532.10 550.50 550.72 0.003743 3.76 1443.64 305.10 0.27 Reach1 5205.99 50 yr 8482.00 532.10 552.39 552.67 0.003435 4.33 2257.03 553.35 0.27 Reach1 5205.99 100 yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.81 650.17 0.27 Reach1 5205.99 500 yr 13184.00 532.10 554.42 554.74 0.003194 4.87 3648.62 819.02 0.27 Reach1 4266.94 10 yr 5369.00 529.50 546.57 547.06 0.004075 6.11 1365.77 352.52 0.30 Reach1 4266.94 50 yr 8482.00 529.50 548.43 549.00 0.004600 7.12 2139.34 481.14 0.33 Reach1 4266.94 100 yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.55 533.49 0.34 Reach1 4266.94 500 yr 13184.00 529.50 550.49 551.12 0.004990 8.11 3328.75 716.72 0.35 Reach1 3456.28 B 10 yr 5369.00 527.20 544.78 544.96 0.001865 4.25 2116.97 469.69 0.21 Reach1 3456.28 B 50 yr 8482.00 527.20 546.48 546.70 0.002099 4.89 2978.65 541.11 0.22 Reach1 3456.28 B 100 yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.44 567.45 0.23 Reach1 3456.28 B 500 yr 13184.00 527.20 548.45 548.70 0.002283 5.55 4106.30 604.44 0.24 Reach1 1613.00 A 10 yr 5369.00 525.30 540.72 540.92 0.003147 4.86 2024.81 540.27 0.25 Reach1 1613.00 A 50 yr 8482.00 525.30 542.34 542.55 0.003039 5.22 2950.91 599.45 0.25 Reach1 1613.00 A 100 yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.59 619.50 0.26 Reach1 1613.00 A 500 yr 13184.00 525.30 544.06 544.30 0.003223 5.84 4027.83 653.38 0.27 Reach1 858.77 10 yr 5344.00 521.80 538.29 535.66 538.56 0.003649 5.58 2009.97 647.28 0.28 Reach1 858.77 50 yr 9075.00 521.80 539.94 537.58 540.21 0.003819 6.19 3165.20 759.28 0.29 Reach1 858.77 100 yr 10876.00 521.80 540.42 538.06 540.72 0.004213 6.65 3541.53 796.68 0.31 Reach1 858.77 500 yr 14429.00 521.80 541.26 538.71 541.60 0.004841 7.39 4237.06 865.22 0.33 Reach1 838 Trinity Road Bridge Reach1 828.42 10 yr 5344.00 519.50 535.08 532.30 535.81 0.009784 7.98 1201.51 537.11 0.44 Reach1 828.42 50 yr 9075.00 519.50 536.65 535.70 537.28 0.009034 8.44 2156.07 674.32 0.44 Reach1 828.42 100 yr 10876.00 519.50 537.29 536.11 537.88 0.008597 8.53 2600.19 727.44 0.43 Reach1 828.42 500 yr 14429.00 519.50 538.40 536.78 538.94 0.007821 8.62 3464.38 821.00 0.42 Reach1 4.23 10 yr 5344.00 520.60 533.43 529.91 533.48 0.001050 2.29 3451.90 956.97 0.15 Reach1 4.23 50 yr 9075.00 520.60 534.98 530.74 535.04 0.001052 2.60 4977.57 1012.71 0.15 Reach1 4.23 100 yr 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Reach1 4.23 500 yr 14429.00 520.60 536.75 531.88 536.83 0.001051 2.93 6807.25 1056.62 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/10 Post Project report.pdf CCPP.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Cooper Creek Post Project Project File : CCPP.prj Run Date and Time: 3/4/2025 11:52:19 AM Project in English units Project Description: Cooper Creek and Stream CC-2 TSDN 011785 Task14 Revised 6/08 Hydrology data The floodway model top widths were modified in a few places at Sherman Rd. T:\Job\011785e1\WTR_RSC\Task_Order_014\TSDN\2.4_Hydraulics\Hydraulics CDROM\Hydraulics Models\Cooper Creek\Simulations\Revised0805 For Profiles purposes the stationing is shifted by 851 feet so that the profiles begins at Trinity Road (Dec 2009) PLAN DATA Plan Title: Multi-flow Plan File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\4th Submittal\CCPP.p04 Geometry Title: Prominence Square - Post Project Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\4th Submittal\CCPP.g02 Flow Title : FEMA Existing Multi-flow - Cooper creek Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\4th Submittal\CCPP.f02 Plan Description: Revised crossing at Burning Tree Ln Sec. 24146 Updated flows 6/08 7/25 Revised I35 Revised 8/05&10/05 Plan Summary Information: Number of: Cross Sections = 82 Multiple Openings = 0 Culverts = 9 Inline Structures = 1 Bridges = 5 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: FEMA Existing Multi-flow - Cooper creek Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\4 th Submittal\CCPP.f02 Flow Data (cfs) River Reach RS 10-yr 50-yr 100-yr 500-yr Cooper Creek Reach1 36789. Cooper Creek Reach1 35576. Cooper Creek Reach1 32079.78 1662 2513 2922 3684 Cooper Creek Reach1 26191. 6485 Cooper Creek Reach1 22889.88 Cooper Creek Reach1 18997. 8662 Cooper Creek Reach1 17743. 8954 Cooper Creek Reach1 14598.35 4988 7686 9068 11731 Cooper Creek Reach1 11243. 13184 Cooper Creek Reach1 858.77 14429 Boundary Conditions River Reach Profile Upstream Downstream Cooper Creek Reach1 10-yr Normal S = 0.00105 Cooper Creek Reach1 50-yr Normal S = 0.00105 GEOMETRY DATA Geometry Title: Prominence Square - Post Project Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\4th Submittal\CCPP.g02 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36789.82 INPUT Description: Cross section numbers shifted by 839 Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.75 91.6 668 96.18 668 97.05 668.38 175.98 665.95 220.7 666.11 304.41 665.65 310 664.439 319 662.49 337.01 659.9 337.5 659.78 338.06 659.75 338.58 659.67 339.03 659.9 354.11 662.09 371 664.394 372.58 664.61 380.6 664.92 483.86 665.58 484.77 666.46 485.3 666.45 502.19 666.93 504.08 666.94 505.59 666.92 507.14 666.93 508.55 666.91 509.9 666.91 511.08 666.9 512.47 666.9 513.48 666.89 515.09 666.9 516 666.89 517.79 666.89 518.71 666.88 522.36 666.9 538.54 666.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 304.41 .035 372.58 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 371 327.56 372.5 372.69 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36417.31 INPUT Description: Station Elevation Data num= 207 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 668.64 75.75 668.14 97.86 668 98 668 98.19 668 99.93 668 101.17 668 102.89 668 104.83 668 106.43 668 107.59 668 110.05 668 111.26 668 112.5 668 119.23 668 122.89 668 123.68 668 123.74 668 132.68 668 133.48 668 140.83 668 165.36 668 168.91 668 169.2 668 169.89 668 169.92 668 307.09 666.16 315.59 666.06 315.98 666.06 316.11 666.06 316.22 666.06 317.58 666.04 320.31 666.03 322.5 666.03 322.54 666.03 323.77 666.03 323.81 666.03 324.87 666.03 331.25 666 332.73 666 336.53 666 339.94 666 340.69 666 345.75 666 352.1 666 353.22 666 360.44 666 361.75 666 369.12 666 370.42 666 371.57 666 377.88 666 378.8 666 379.52 666 383.96 666 384.64 666 387.17 666 388.6 666 389.79 666 391.3 666 392.25 666 394.18 666 395.67 666 397.91 666 399.93 666 402.32 666 404.75 666 407.74 666 409. .66 666 417.31 666 420.65 666 421.02 666 421.34 666 425.34 666 425.37 666 425.4 666 425.44 666 425.97 666 441.63 665.65 503.58 664.29 516.65 664 520.68 663.57 523.14 663.32 534.85 662.11 535.56 662.03 535.88 662 540.9 661.456 545.39 660.97 550.15 660.46 552.71 660.15 566 658.22 567.95 657.95 568.39 657.9 568.92 657.81 569.15 657.79 569.52 657.69 570.08 657.51 570.51 657.63 572.17 657.78 573.69 657.96 574.16 658.16 575.03 658.3 576.88 658.52 585.04 659.51 585.99 661.73 587.52 662 588.55 662.12 589.81 662.24 590 662.26 597.03 662.99 598.77 663.18 599.63 663.26 600.49 663.35 601.55 663.46 607.43 663.94 608.23 664 608.27 664 608.3 664 608.33 664 608.35 664 609.26 664.02 615.54 664.12 621.61 664.23 622.15 664.24 628.01 664.35 632.84 664.45 636.3 664.52 638.28 664.57 694.48 666 696.93 666 698.62 666 700.95 666 702.93 666 704.32 666 705.22 666 707.21 666 707.81 666 708.35 666 710.37 666 728.03 666 728.66 666 729.7 666 731.24 666 732.09 666 733.79 666 735.23 666 736.95 666 737.05 666 737.44 666 738.41 666 740.08 666 742.14 666 782.89 666 784.19 666 786.58 666 789.78 666 791.39 666 795.68 666 800.5 666 804.79 666 806.3 666 809.02 666 810. .52 666 812.59 666 813.85 666 816.08 666 819.96 666 825.08 666 830.7 666 831.66 666 837.03 666 841.86 666 857.76 666 860.76 666 863.06 666 864.82 666 866.27 666 866.35 666 867.73 666 874.58 666 877.87 666 880.8 666 882.93 666 903.83 666 904.66 666 905.61 666 908.4 666 909.54 666 910.95 666 914.62 666 919.32 666 921.34 666 926.66 666 932.11 666 935.1 666 940.2 666 944.68 666 949.2 666 954.75 666 982.96 666 982.99 666 983.04 666 983.18 666 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 523.14 .035 598.77 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 540.9 585.99 325.72 341.13 342.39 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 36076.18 INPUT Description: Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 666 11.75 666 42.38 665.74 42.93 665.73 43.43 665.73 47.81 665.71 48.37 665.71 54.1 665.65 54.88 665.64 55.52 665.64 56.04 665.63 56.51 665.62 57.02 665.62 57.64 665.61 58.45 665.6 59.53 665.59 65.29 665.55 66.67 665.53 68.15 665.52 74.43 665.45 75.99 665.44 82.03 665.37 83.6 665.36 93.66 665.24 97.83 665.18 99.63 665.18 106.74 665.09 109.2 665.05 232.69 664 284.55 664 286.12 663.88 287.48 663.64 319.15 663.21 331.19 662.14 332.3 661.945 353 658.3 367.22 656.23 369.3 655.95 370.58 655.81 371.58 655.35 373.59 655.41 375.05 655.54 375.5 655.88 376.34 656.01 378.12 656.17 386.82 657.01 403.07 660.34 428.9 663.03 449.29 662.32 554.84 662.78 610.21 664 801.95 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 332.3 .035 403.07 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 332.3 403.07 462.47 499.23 454.37 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35576.95 INPUT Description: Station Elevation Data num= 108 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 663.91 21.02 663.63 21.67 663.62 78.05 662.99 80.48 662.97 82.62 662.96 84.47 662.94 86.21 662.93 92.04 662.87 93.91 662.86 97.28 662.82 98.15 662.8 100.17 662.78 102.56 662.75 104.89 662.71 113.19 662.63 114.46 662.63 116.69 662.61 117.64 662.61 118.86 662.6 119.76 662.59 120.81 662.59 121.94 662.58 122.84 662.58 124.45 662.57 125.33 662.56 127.69 662.56 130.44 662.55 131.29 662.54 133.92 662.53 134.71 662.52 136.84 662.52 138.67 662.51 139.45 662.51 154.92 662.44 160.2 662.39 161.69 662.37 165.13 662.35 165.59 662.34 166.02 662.34 170.78 662.31 171.19 662.31 171.65 662.3 172.14 662.3 176.32 662.29 176.79 662.28 177.57 662.28 178.77 662.27 198.11 662.26 201.41 662.27 201.85 662.27 203.38 662.26 207.98 662.26 210.01 662.27 211.7 662.27 237.56 662.22 238.6 662.21 241 662.21 241.31 662.2 265.18 662.18 269.25 662.17 269.67 662.16 272.83 662.15 273.28 662.15 278.37 662.13 281.39 662.13 281.81 662.12 294.61 662.09 294.93 662.08 305.76 662.05 305.95 662.05 312.77 662 517.5 662 609.62 660.35 612.16 660.35 615.14 660.31 616.69 660.31 617.3 660.3 617.86 660.3 620.34 660.28 620.74 660.28 622.98 660.27 635.03 660.24 635.44 660.25 646.74 660.24 650.23 660.95 703.69 661.13 754.53 660.6 805.56 660.57 865.17 659.45 878.13 656.17 893.35 654.05 895.52 653.98 903.39 653.77 903.75 654.1 905.15 654.31 918.07 656.39 933.42 658.82 980.91 659.19 991.88 661.33 1010.24 661.58 1061.05 661.98 1492.9 662 1522.81 662.3 1524.14 662.31 1533.08 662.4 1649.31 664 1737.12 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 865.17 .035 980.91 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 865.17 933.42 45.49 45.71 45.55 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35531.24 INPUT Description: Upstream of Rd Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 929.7 1099.17 23.83 39.07 24.96 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 35510 INPUT Description: FM 2164 Distance from Upstream XS = .01 Deck/Roadway Width = 39 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 54.12 664 93.47 663.47 220.71 662 767.75 661.83 820.51 661.68 873.64 661.37 929.7 661.34 1000.31 653.9 1029.93 653.9 1099.17 661.67 1151.78 661.96 1205 662.15 1260.75 662.22 1266.19 662 1588.55 662 1677.02 663.91 1677.35 663.92 1677.81 663.92 1678.25 663.93 1681.45 663.99 1681.5 663.99 1682.22 664 1684.79 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 929.7 .035 1099.17 .05 Bank Sta: Left Right Coeff Contr. Expan. 929.7 1099.17 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1000.31 660.01 F 1029.93 1684.79 660.01 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 661.83 929.7 661.34 1099.17 661.67 1260.75 662.224 Downstream Bridge Cross Section Data Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Coeff Contr. Expan. 989.87 1019.44 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 3 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 39 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 653.9 Centerline Stations Sta. Sta. Sta. Sta. 1003.81 1011.4 1018.89 1026.43 Downstream Elevation = 653.76 Centerline Stations Sta. Sta. Sta. Sta. 993.37 1000.9 1008.45 1015.94 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 35492.17 INPUT Description: Downstream Rd Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 664 39.27 664 58.95 663.74 209.09 662 590.8 662 757.02 661.83 809.78 661.68 862.91 661.37 918.97 661.34 989.87 653.76 1019.44 653.76 1088.94 661.67 1141.55 661.96 1194.77 662.15 1250.78 661.91 1254.01 661.97 1255.03 662 1577.33 662 1669.79 664 1673.87 664 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 989.87 .035 1019.44 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 989.87 1019.44 676 675.62 572.78 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 989.87 658 F 1019.44 1673.87 658.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 34816.55 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656 12.28 656 20.06 655.85 20.79 655.84 38.79 655.5 42 655.45 43.74 655.41 50.55 655.29 51.96 653.62 104.47 652.19 156.03 651.12 205.69 648.55 206.03 647.33 206.33 646.8 206.74 646.58 211.64 646.75 212.1 647.76 213.13 649.09 247.83 651.21 286.46 655.87 315.14 656.34 355.03 656.89 404.89 657.33 405.38 657.94 405.85 657.95 406.16 657.95 408.09 658 501.59 658 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 205.69 .037 213.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 205.69 213.13 850.79 909 926.86 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33841.53 INPUT Description: Station Elevation Data num= 70 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 650.86 24.58 650.99 29.57 650.9 30.06 650.92 31.5 650.88 33.13 650.84 34.48 650.8 34.84 650.79 36.5 650.75 38 650.7 39.52 650.66 40.14 650.66 41.91 650.62 42.84 650.62 45.03 650.58 47.49 650.54 48.42 650.54 50.74 650.5 50.88 650.5 58.79 650.26 59.2 650.26 62.05 650.14 65.09 650 65.61 649.95 65.83 649.92 70.36 649.45 74.13 649 75.96 648.79 77.07 648.67 78.59 648.48 79.07 650.08 125 646.958 200.31 641.84 204.67 640.91 206.2 639.94 210.17 639.94 218.72 639.99 226.84 640.01 234.84 640.06 243.22 640 248.68 639.98 249.4 640.93 291 646.803 304.37 648.69 306.3 648.68 312.16 649.1 314.39 649.25 314.58 649.26 316.95 649.44 317.15 649.45 319.01 649.56 322.22 649.76 323.01 649.82 326.05 650 328.56 650.06 328.8 650.07 342.64 650.44 345.72 650.53 347.22 650.57 349.8 650.65 350.51 650.67 351.57 650.71 353.94 650.78 354.49 650.8 367.14 651.19 370.62 651.31 391.82 651.98 391.97 651.98 392.62 652 402 652 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 200.31 .037 249.4 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 200.31 249.4 67.37 27.9 24.26 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33813.63 INPUT Description: in stream weir (conveyance at cross section) Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 244.19 639.961 281.61 639.961 317.26 645.937 360.53 646.065 377.53 645.947 385.94 645.979 386.12 650.892 387.47 650.92 387.72 650.116 408.41 650.055 418.11 648.77 422.22 648.888 426.06 648.909 433.57 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 317.26 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.12 1 1 1 .3 .5 INLINE STRUCTURE RIVER: Cooper Creek REACH: Reach1 RS: 33813 INPUT Description: Distance from Upstream XS = .01 Deck/Roadway Width = .5 Weir Coefficient = 3.1 Weir Embankment Coordinates num = 2 Sta Elev Sta Elev 220.93 645.95 385.94 645.98 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Weir crest shape = Broad Crested CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33812.88 INPUT Description: in stream weir Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 649.512 51.56 650.061 96.09 650.259 120.96 649.842 145.04 650.051 170.84 649.599 196.86 649.231 219.3 649.824 219.53 650.978 220.75 650.947 220.93 645.946 230.07 645.959 243.06 639.959 280.36 639.959 315.94 645.937 359.21 646.065 376.21 645.947 384.62 645.979 384.8 650.892 386.15 650.92 386.4 650.116 407.09 650.055 416.79 648.77 420.9 648.888 424.74 648.909 432.25 649.312 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 230.07 .037 315.94 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 219.53 386.15 18.05 54.08 64.88 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33758.79 INPUT Description: Xsection 52110 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 650 170 650 270 648.2 287 647.8 370 649.9 436 648.5 468 641.4 470 641. .8 557 647.8 570 648.1 574.8 651.68 578.85 651.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 436 .037 557 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 436 557 585.22 633.14 617.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 33125.66 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646 81.51 646 90.74 644.98 94.99 644.91 105.67 643.07 132.55 638.37 145.16 637.24 145.86 637.05 150.57 637.01 154.6 637.01 155.26 637.15 159.84 637.97 166.38 638.94 175.44 640.35 186.92 643.64 192.82 643.93 196.92 644.03 227.98 647.82 230.82 645.72 231.36 645.75 231.82 645.77 232.19 645.78 232.44 645.8 232.95 645.82 233.17 645.82 238.47 645.73 238.89 645.75 239.3 645.76 243.11 645.68 243.59 645.69 245.26 645.74 245.57 645.75 245.85 645.76 246.07 645.76 246.24 645.77 246.42 645.77 246.61 645.78 246.8 645.78 249.08 645.73 249.32 645.74 249.51 645.74 250.27 645.76 250.47 645.76 267.04 645.79 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 94.99 .037 186.92 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 94.99 186.92 949.81 1045.88 929.74 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32079.78 INPUT Description: Station Elevation Data num= 68 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 .19 644 1.19 643.99 86.58 643.29 89.78 643.27 253.01 642.08 253.51 642.07 262.59 642 367.7 640.59 418.46 641.23 599.19 641.24 620.74 639.84 645.99 637.11 664.91 633.03 667.91 632.59 668.94 632.21 674.01 632.4 683.4 632.07 684.13 632.34 685.07 632.41 701.12 633.43 705.12 635.55 708.87 637.65 716.82 638.54 766.24 640.66 773.02 640.86 773.51 641.15 777.26 641.25 788.43 641.49 790.11 641.51 791.47 641.53 792.56 641.54 796.04 641.59 801.1 641.65 801.7 641.66 806.05 641.71 806.55 641.72 810.77 641.76 811.24 641.77 815.24 641.81 815.69 641.82 819.45 641.86 823.22 641.89 823.48 641.9 827.38 641.93 827.53 641.93 831.77 641.96 831.83 641.96 835.82 642 1145.16 642 1224.55 643.24 1230.84 643.28 1236.05 643.3 1237.59 643.3 1241.26 643.32 1242.65 643.34 1244.08 643.34 1245.19 643.35 1247.01 643.36 1259.45 643.46 1260.27 643.47 1263.52 643.49 1296.32 643.85 1300.18 643.9 1304.18 643.96 1304.28 643.96 1308.33 644 1309.28 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 599.19 .037 773.51 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 599.19 716.82 51.71 33.93 86.3 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 32045.85 INPUT Description: upstream Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 839.15 17.79 53.49 1.35 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 32020 INPUT Description: Stuart Distance from Upstream XS = .01 Deck/Roadway Width = 48.9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 839.15 639.5 1000 640.156 Upstream Bridge Cross Section Data Station Elevation Data num= 58 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 14.85 644 62.92 643.39 64.73 643.38 70.33 643.33 86.55 643.24 92.2 643.18 102.27 643.12 106.63 643.08 112.07 643.05 158.55 642.66 160.25 642.65 248.89 642 315.52 642 425.67 641.05 427.02 641.07 428.48 641.06 430.07 641.07 431.65 641.07 432.27 641.08 434.02 641.09 436.61 641.11 438.9 641.14 440.57 641.13 467.1 641.29 468.78 641.29 471.14 641.28 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 726.25 630.85 750.43 630.85 839.15 639.5 891.35 640.23 946.96 640.52 998.7 640.38 1027.4 641.28 1047.81 641.49 1050.18 641.51 1051.15 641.51 1053.76 641.54 1063.66 641.47 1065.51 641.5 1066.1 641.49 1067.54 641.52 1068.65 641.53 1069.21 641.53 1070.12 641.54 1070.69 641.53 1071.53 641.54 1075.81 641.54 1103.12 642 1364.91 642 1532.05 643.67 1532.89 643.68 1571.1 644 1580.41 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 641.74 .037 839.15 .078 Bank Sta: Left Right Coeff Contr. Expan. 641.74 839.15 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 726.25 638 F 750.43 1580.41 638 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 640.61 641.74 639.72 806.73 639.5 1000 640.156 Downstream Bridge Cross Section Data Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Coeff Contr. Expan. 641.74 806.73 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 7 7 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 48.9 .013 .013 0 .5 1 Number of Barrels = 3 Upstream Elevation = 630.85 Centerline Stations Sta. Sta. Sta. 729.75 737.73 746.93 Downstream Elevation = 630.83 Centerline Stations Sta. Sta. Sta. 737.26 745.95 754.61 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31992.36 INPUT Description: downstream Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644 13.73 644 68.62 643.31 70.68 643.3 75.94 643.24 94.2 643.14 99.43 643.09 120.64 642.95 244.54 642 303.54 642 423.7 640.97 424.94 640.98 426.53 640.97 427.99 640.98 429.75 640.98 430.4 640.99 432 640.99 437.36 641.05 438.9 641.05 468.09 641.22 469.96 641.22 472.19 641.2 481.5 640.44 531.98 640.37 587.4 640.13 641.74 639.72 733.76 630.83 758.11 630.83 806.73 639.5 858.93 640.23 914.54 640.52 966.28 640.38 967.23 641.35 968.03 641.35 968.73 641.36 978.19 641.36 979.71 641.37 981.34 641.39 983.52 641.39 984.88 641.4 985.75 641.41 986.4 641.41 1022.9 641.26 1047.23 641.5 1049.61 641.53 1050.54 641.53 1053.17 641.55 1062.75 641.49 1064.61 641.51 1065.19 641.51 1066.65 641.53 1067.76 641.54 1068.31 641.54 1069.22 641.55 1070.62 641.55 1071.43 641.56 1071.96 641.55 1072.7 641.56 1073.89 641.56 1074.89 641.55 1101.94 642 1363.03 642 1513.57 643. .24 644 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 641.74 .042 806.73 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 641.74 806.73 634.26 711.16 512.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 733.76 638 F 758.11 1581.24 638 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 31281.2 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 6.52 640 147.16 638 439.4 638 500.56 637.48 507.17 637.44 508.82 637.42 513.68 637.39 515.38 637.37 518.91 637.35 547.09 637.14 550.95 637.1 643.19 636.52 654.44 636.52 655.83 636.51 659.05 636.51 659.7 636.5 661.1 636.5 686.99 636.53 687.83 636.54 690.27 636.54 692.11 636.55 692.83 636.55 705.15 636.66 706.1 636.65 776.23 636.74 777.73 636.74 780.88 636.72 782.51 636.72 786.14 636.7 851.06 636 953.39 636 954.44 635.04 994.43 634.93 1030.69 636.07 1112.51 636 1120.75 634.43 1138.42 632.11 1142.13 632.09 1142.48 631.43 1178.26 631.4 1189.56 631.44 1198.96 630.86 1202.73 630.05 1205.18 629.69 1206.6 629.24 1207.8 629.05 1209.96 628.78 1211.18 628.84 1211.91 629.54 1225.45 631.59 1230.56 634.73 1234.5 635.22 1239.6 636 1252.06 637.24 1253.88 637.38 1255.14 637.48 1255.35 637.5 1259.33 637.87 1259.93 637.92 1261.48 638 1299.91 638 1325.2 639.02 1330.21 639.25 1333.33 639.34 1336.67 639.5 1338.17 639.58 1339.8 639.63 1340.07 639.64 1341.33 639.68 1342.39 639.71 1342.62 639.73 1344.52 639.81 1347.5 639.97 1348.13 640 1371.45 641.44 1380.32 642 1451.67 642 1456.6 640.94 1461.04 640 1462.4 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1112.51 .042 1239.6 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1112.51 1239.6 1036.43 890.18 940.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30391.02 INPUT Description: Station Elevation Data num= 118 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 641.9 3.99 641.82 4.38 641.81 4.74 641.8 8.98 641.71 9.58 641.7 29.86 641.24 33.32 641.17 44.36 640.93 49.87 640.8 54.72 640.7 59.74 640.58 81.8 640 83.56 640 85.42 639.87 87.33 639.72 98.62 639.71 99.46 639.7 112.28 639.43 188.13 638.46 239.87 638 249.84 638 307.41 637.33 308.93 637.31 312.88 637.27 314.7 637.24 384.48 636.49 386.13 636.49 387.37 636.48 387.79 636.48 391.35 636.44 392 636.44 392.99 636.43 394.13 636.43 406.5 636.33 407.36 636.32 408.04 636.31 409.31 636.31 409.85 636.3 410.37 636.3 411.42 636.28 411.8 636.28 487.71 636 611.43 636 634.25 635.87 636.2 635.89 636.31 635.89 639.57 635.87 639.75 635.87 639.99 635.86 640.3 635.85 645.44 635.78 645.98 635.76 646.66 635.75 652.93 635.63 654.13 635.6 665.52 635.36 667.69 635.33 672.03 635.23 675.38 635.17 679.73 635.08 682.58 635.05 684.06 635.02 685.28 634.99 688.11 634.96 689.29 634.93 690.55 634.89 692.91 634.89 694.37 634.85 695.71 634.81 697.59 634.81 699.01 634.82 700.1 634.78 701.3 634.79 719.28 634.41 720.82 634.41 769.35 634 873.91 634 982.69 632.27 985.44 632.19 985.84 632.19 990.92 632 1038.93 632 1063.92 633.53 1073.14 634 1216.26 634 1217.61 634.21 1241.47 633.51 1257.87 630.72 1274.99 630.41 1292.35 630.3 1294.13 630.23 1296.12 630.66 1300.4 630.61 1304.03 630.53 1308.56 630.93 1327.65 629.93 1390.06 626.22 1400.95 628.3 1430.48 629.59 1467.15 630.92 1481.48 635.38 1499.96 636.05 1503.46 636.61 1505.06 636.72 1507.09 636.87 1510.08 637.07 1514 637.37 1515.65 637.49 1522.18 638 1524.11 638.13 1525.06 638.19 1547.99 639.71 1548.12 639.72 1550.26 639.87 1552.25 640 1582.54 641.73 1584.84 641.87 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1241.47 .042 1481.48 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1241.47 1481.48 232.82 51.93 52 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1241.47 633.51 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30339.09 INPUT Description: Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 96 96.25 97 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 30315 INPUT Description: Sherman Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 95 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Upstream Bridge Cross Section Data Station Elevation Data num= 81 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 638 52.38 638 55.17 637.97 55.33 637.97 55.89 637.96 56.22 637.96 59.82 637.91 60.28 637.91 60.49 637.9 64.35 637.85 64.69 637.85 70.01 637.78 70.55 637.77 85.61 637.56 216.19 636 274.86 636 277.1 635.94 427.64 634 606.66 634 611.87 633.85 614.98 633.79 617.34 633.75 617.68 633.75 619.22 633.73 630.07 633.63 632.02 633.61 634.06 633.57 635.56 633.56 720.54 632.65 720.95 632.66 723.95 632.63 724.63 632.64 727.6 632.62 728.6 632.62 731.34 632.6 732.53 632.61 734.8 632.6 736 632.6 737.73 632.59 745.61 632.56 747.94 632.54 749.77 632.53 752.11 632.53 753.15 632.52 757.11 632.5 763.54 632.45 783.82 632 822.24 632 839.07 631.77 841.38 631.78 844.33 631.78 857.92 631.81 861.19 631.81 861.74 631.8 865.47 631.79 885.93 632 933.91 632 984.57 633.03 1035.09 633.93 1089.15 634.73 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1191.62 633 F 1259.2 1451.78 633.25 F Downstream Deck/Roadway Coordinates num= 11 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 631 984.57 633.03 1035.09 633.93 1089.15 634.73 1200.34 635.824 631.324 1213.3 636.13 631.63 1247.71 636.4 631.9 1253.07 636.47 631.97 1345 637.765 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50. . .5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Coeff Contr. Expan. 1191.62 1259.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 30242.84 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 640 1.53 640 16.8 639.44 23.32 639.23 50.35 400 632 620 631. .5 1191.62 630.87 1200.34 628.22 1204.71 626.54 1213.3 626.18 1217.38 624.83 1217.72 624.6 1225.08 624.62 1232.31 624.6 1237.32 626.15 1247.71 626.32 1253.07 627.27 1259.2 627.96 1345.12 637.765 1398.93 638.712 1450.79 639.827 1451.63 640 1451.78 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 1191.62 .042 1259.2 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1191.62 1259.2 389 389 289 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1200.1 633 F 1253.1 1451.78 633.25 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29853.37 INPUT Description: Xsection 48040 from C21COOP Aug '83 Station Elevation Data num= 79 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 632 193.83 632 288.81 630.69 289.04 630.69 292.89 630.59 297.18 630.5 301.07 630.41 301.29 630.41 304.92 630.33 322.63 630 458.4 630 459.76 629.98 459.82 629.98 462.91 629.92 463.1 629.92 592.38 628 667.03 628 668.03 627.98 668.09 627.98 668.47 627.97 673.76 627.86 674.94 627.83 701.75 627.25 706.68 627.16 718.09 626.92 720.79 626.87 728.38 626.71 730.1 626.67 758.05 626.08 761.5 626 774.52 624.35 777.36 621 814.24 621 821.31 624.92 830.43 626 831.62 626.27 835.56 627.15 839.33 628 849.24 629.62 851.79 630 862.13 630.38 873.01 630.71 875.88 630.78 877.6 630.79 880.48 630.86 882.97 630.93 884.8 630.92 886.92 630.98 890.3 631.06 890.89 631.07 892.62 631.06 893.24 631.08 903.06 631.02 966.44 632 1007.92 632 1043.76 633.23 1047.98 633.38 1068.15 634 1069.92 634.07 1070.05 634.07 1077.14 634.32 1081.99 634.47 1082.62 634.48 1083.43 634.51 1084.7 634.55 1088.29 634.65 1092.42 634.78 1096.28 634.91 1097.62 634.96 1098.63 634.99 1100.04 635.04 1100.93 635.07 1102.23 635.11 1103.13 635.15 1105.65 635.23 1106.37 635.25 1111.16 635.4 1112.09 635.44 1113.45 635.48 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .079 758.05 .042 830.43 .079 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 758.05 830.43 836.61 616.07 554.61 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 29237.29 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 627.39 1.43 627.37 2.02 627.37 6.2 627.31 7.02 627.31 141.22 626.44 151.41 626.34 152.93 626.33 170.36 626.16 183.64 626.08 183.69 626.08 185.3 626.06 187 626.04 189.09 626.03 191.7 626.01 192.42 626 242.13 626 346.64 624.8 347.76 624.79 348.25 624.78 395.43 624.47 458.21 624 520.39 622.72 568.76 624.38 614.22 625 657.49 625 668.94 621.78 678.37 617.84 689.67 617.16 691.06 616.99 691.85 616.75 692.79 616.39 694.88 615.76 698.76 615.14 703.33 615.73 706.09 615.92 708.48 616.19 709.48 616.82 710.61 616.98 711.67 617.24 712.72 617.28 723.89 621.88 738.2 625.65 760.17 626.77 770.93 626.78 812.87 627.39 840.1 628 846.92 628 847.84 628.03 847.91 628.03 858.48 628.35 859.24 628.37 864.59 628.53 865.79 628.55 871 628.72 872.73 628.74 879.66 628.86 887.8 629.09 892.76 629.22 894.05 629.24 905.62 629.47 935.43 630 966.78 630 984.26 630.7 1010.81 631.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 657.49 .047 738.2 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 657.49 738.2 825.52 1013.62 1026.54 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28223.67 INPUT Description: Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 5.4 626 33.62 625.5 34.37 625.5 35.34 625.49 38.36 625.45 39.68 625.45 46.33 625.39 49.39 625.37 52.56 625.31 54.28 625.3 65.89 625.21 67.71 625.19 75.41 625.13 95.23 624.84 165.7 624 188.37 624 194.83 623.73 196.01 623.7 214.77 622.94 218.67 622.79 224.01 622.61 225.87 622.59 227.72 622.53 230.41 622.46 249.32 622.5 249.81 622.52 250.22 622.54 250.55 622.55 251.14 622.57 252.49 622.59 252.81 622.6 253.21 622.6 253.85 622.61 255.59 622.67 256.78 622.68 260.89 622.7 263.26 622.79 268.28 622.83 270.33 622.85 273.17 622.94 274.9 622.95 277.34 623.04 283.22 623.22 306.66 623.38 308.39 623.42 312.24 623.46 313.58 623.49 314.39 623.5 319.52 623.61 320.14 623.62 323.01 623.63 323.96 623.65 324.56 623.66 325.22 623.68 325.86 623.69 326.43 623.7 330.28 623.78 330.8 623.79 331.3 623.79 331.76 623.8 332.15 623.8 332.46 623.81 332.9 623.81 362.42 623.69 363.07 623.68 366.33 623.66 367 623.66 368.54 623.64 372.86 623.6 454.81 622.5 459.08 622.45 491.55 622.02 491.6 622.02 493.15 622 641.84 622 664.37 621.83 721.63 621.6 740.77 621.62 741.67 621.61 745.45 621.61 750.66 621.57 753.8 621.56 754.75 621.56 798.14 620.71 841.69 619.53 859.29 619.58 876.23 619.39 878.87 619.37 908.83 620.13 1010.27 619.86 1023.81 619.34 1048.19 612.24 1050.82 611.45 1058.82 611.7 1061.19 612.21 1089.42 617.47 1103.28 622.56 1128.23 624.35 1134.84 624.59 1141.55 624.71 1175.17 624.75 1193.47 625.23 1207.18 626.84 1223.47 627.09 1259.16 627.3 1283.51 627.55 1292.41 628.16 1338.51 628.52 1340.39 629.02 1342.73 629.09 1344.92 629.12 1345.47 629.13 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1010.27 .047 1103.28 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1010.27 1103.28 61.31 53.4 65.86 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28170.27 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1204.34 1340.8 8.84 53.02 2.81 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 28145 INPUT Description: E. Windsor Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 52 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1204.34 620.9 1345.83 623.29 Upstream Bridge Cross Section Data Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 625.92 .18 625.91 .73 625.9 1.69 625.87 21.7 625.28 62.88 624 121.41 624 148.1 624.71 151.01 624.72 152.06 624.72 155.39 624.73 158.57 624.75 167.69 624.72 169.76 624.71 172.17 624.71 189.24 624.63 193.69 624.57 197.82 624.54 198.49 624.52 201.67 624.5 203.48 624.48 204.39 624.48 205.28 624.46 205.43 624.46 206.45 624.43 214.35 624.32 223.84 624.32 238.1 624.27 244.7 624.23 248.54 624.23 248.99 624.22 252.69 624.22 271.31 624.16 275.57 624.13 291.93 624.06 297.18 624 337.15 624 340.16 623.92 340.32 623.92 343.41 623.83 346.56 623.75 347.2 623.74 349.58 623.67 350.39 623.66 351.2 623.64 353.3 623.58 354.16 623.56 356.02 623.5 356.85 623.48 363.76 623.28 366.47 623.17 373.74 622.89 389.2 622.26 395.12 622 415.45 622 431.51 622.33 437.61 622.45 438.39 622.45 444.74 622.58 447.47 622.64 450.12 622.69 452.48 622.74 470.73 623.09 472.83 623.12 476.41 623.16 477.71 623.18 478.59 623.19 479.17 623.2 479.56 623.2 611.3 622.6 614.34 622.55 615.46 622.55 618.49 622.51 621.78 622.46 625.46 622.42 626.63 622.41 657.69 622 757.52 622 791.59 621.83 791.98 621.82 795.8 621.81 796.2 621.81 800.61 621.79 801.05 621.79 864.54 621.23 871.97 621.15 879.16 621.1 897.3 620.95 904.17 620.88 970.51 620.37 976.04 620.35 980.98 620.29 981.58 620.29 985.89 620.25 987.67 620.25 993.37 620.24 997.48 620.33 1047.95 620.26 1153.92 620.59 1204.34 620.9 1266.9 611.84 1301.79 611.84 1340.8 621.982 1345.83 623.29 1397.6 624.74 1450.13 625.59 1505.9 626.6 1510.91 626.84 1552.96 628 1576.44 628 1688.9 630 1689.02 630 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1204.34 .047 1345.83 .093 Bank Sta: Left Right Coeff Contr. Expan. 1204.34 1340.8 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1266.91 620.5 F 1301.79 1689.02 620.5 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1225.54 620.9 1368.75 623.29 Downstream Bridge Cross Section Data Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Coeff Contr. Expan. 1225.54 1368.75 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 52 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 611.84 Centerline Stations Sta. Sta. Sta. Sta. 1270.91 1279.83 1288.82 1297.79 Downstream Elevation = 611.67 Centerline Stations Sta. Sta. Sta. Sta. 1281.87 1290.8 1299.64 1308.64 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 28117.26 INPUT Description: Station Elevation Data num= 125 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 626 1.6 626 15.27 625.7 16.61 625.66 18.39 625.61 23.68 625.45 41.21 624.97 67.55 624.15 69.18 624.11 72.59 624 138.84 624 157.09 624.48 160.51 624.49 161.23 624.5 165.14 624.51 168.87 624.53 179.58 624.5 182 624.49 182.46 624.48 184.51 624.49 204.5 624.39 209.7 624.33 214.53 624.29 214.89 624.28 220.7 624.23 221.75 624.23 222.17 624.22 222.36 624.22 222.84 624.21 226.57 624.15 236.64 624.15 252.31 624.09 255.71 624.07 263.78 624.05 267.93 624.05 282.23 624 284.73 624 289.56 623.94 299.17 623.84 302.15 623.82 308.97 623.75 322.45 623.66 333.27 623.63 336.7 623.64 341.75 623.68 344.28 623.68 344.54 623.67 347.17 623.64 347.48 623.63 347.74 623.63 350.46 623.57 350.8 623.56 351.33 623.55 353.94 623.48 354.91 623.47 357.28 623.4 358.68 623.38 360.77 623.33 362.48 623.3 364.25 623.25 366.12 623.21 367.97 623.18 369.47 623.13 371.25 623.1 372.55 623.05 374.12 623.02 387.16 622.63 392.25 622.44 403.45 622 427.15 622 437.22 622.2 439.99 622.26 440.44 622.26 442.59 622.3 444.82 622.35 447.6 622.4 450.67 622.47 453.65 622.53 456.31 622.59 474.39 622.93 479.22 623.01 481.38 623.04 483.24 623.06 484.7 623.08 485.7 623.09 486.35 623.1 486.78 623.11 634.42 622.43 637.81 622.38 638.58 622.38 645.62 622.28 649.73 622.24 650.38 622.23 667.76 622 761.32 622 808.76 621.76 809.3 621.76 812.97 621.74 813.52 621.74 817.76 621.73 818.34 621.72 902.47 620.98 912.26 620.88 917.7 620.84 923.49 620.78 988.66 620.26 992.58 620.25 997.82 620.19 998.2 620.19 1009.02 620.08 1012.39 620.08 1018.54 620.06 1018.68 620.33 1069.15 620.26 1175.12 620.59 1225.54 620.9 1277.87 611.67 1312.64 611.67 1368.75 623.29 1420.52 624.74 1473.05 625.59 1528.82 626.6 1575.24 628 1597.76 628 1709.57 629.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .093 1225.54 .047 1368.75 .093 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1225.54 1368.75 732.49 895.77 1050.69 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1277.87 620.5 F 1312.64 1709.57 621 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 27221.49 INPUT Description: Station Elevation Data num= 106 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 619.67 56.57 618.63 57.74 618.63 60.82 618.6 62.1 618.59 64.8 618.56 66.11 618.56 67.43 618.55 93.84 618.24 98.01 618.18 100.37 618.17 100.75 618.17 103.67 618.13 103.89 618.13 106.77 618.09 110.56 618.1 112.66 618.06 112.79 618.06 115.56 618.02 116.56 618 382.79 618 385.51 617.96 537.28 616.11 538.65 616.09 546.52 616 546.88 616 551.17 615.92 554.15 615.87 554.97 615.86 556.85 615.2 604.95 614.31 706.2 613.98 716.78 612.27 724.44 610.59 727.13 608.32 729.14 606.81 731.16 606.35 739.27 606.49 744.99 606.23 749.38 606.61 750.05 606.9 753 609.41 757.05 611.99 765.94 614.11 782.76 615.85 784.67 616.21 788.64 616.25 792.64 616.26 808.15 616.05 835.5 618.73 870.04 620.73 912.11 621.01 913.56 621.1 914.68 621.09 916.64 621.09 918.83 621.17 920.15 621.17 921.64 621.16 923.37 621.22 925.64 621.22 927.18 621.27 930.05 621.27 931.8 621.31 933.17 621.32 935.55 621.36 937.04 621.37 939.96 621.42 941.47 621.43 944.7 621.46 946.17 621.48 947.58 621.49 950.84 621.5 957.42 621.5 959.84 621.49 964.82 621.49 965.61 621.5 971.79 621.52 972.43 621.53 975.48 621.54 976.11 621.55 980.09 621.57 980.79 621.58 982.74 621.59 983.43 621.6 984.02 621.61 986.66 621.62 987.11 621.63 987.51 621.63 987.96 621.64 991.29 621.64 991.87 621.65 995.7 621.64 996.41 621.66 1000.52 621.63 1001.38 621.65 1005.57 621.61 1006.59 621.63 1007.5 621.65 1011.82 621.58 1012.71 621.6 1013.34 621.61 1014.27 621.63 1014.8 621.64 1019.45 621.56 1021.03 621.58 1069.64 621.81 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 556.85 .058 782.76 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 556.85 782.76 920.48 1029.82 923.33 .2 .4 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26191.66 INPUT Description: Station Elevation Data num= 54 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 3.73 618 4.77 617.99 21.73 617.8 23.79 617.77 87.45 617.04 93.5 616.98 96.46 616.94 104.99 616.86 107.08 616.83 143.05 616.48 144.15 616.46 191.44 616 375.99 616 670.72 614.28 680.03 614.15 688.23 613.91 692.7 609.4 711.46 608.58 722.83 605.94 731.95 601.23 733.71 600.62 747.47 600.6 748.29 601.19 757.1 603.07 774.33 606.33 819.41 606.64 873.56 607.62 892.28 611.03 896.46 611.32 913.91 611.55 930.55 611.54 967.13 615.11 970.97 614 994.15 614 1036.92 615.19 1038.88 615.22 1043.75 615.37 1048.05 615.49 1049.51 615.52 1053.41 615.64 1054.83 615.67 1059.56 615.81 1061.53 615.85 1066.38 616 1078.09 616.87 1094.39 618 1122.58 620 1124.44 620.08 1170.79 621.96 1171.07 621.97 1171.23 621.98 1171.8 622 1171.86 622 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 692.7 .058 892.28 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 711.46 892.28 65.29 50.62 57.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26141.04 INPUT Description: Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 730.53 888.54 3.51 43.93 1.56 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 26118 INPUT Description: Nottingham Dr. Distance from Upstream XS = .01 Deck/Roadway Width = 43 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 730.53 611.19 888.54 610.23 1050.72 612.376 Upstream Bridge Cross Section Data Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 54.2 618 184.34 616.67 196.39 616.58 198.38 616.56 262.49 616 312.16 616 340.15 614.85 356.23 615.35 357.59 615.43 358.17 615.41 360.13 615.51 360.69 615.51 367.01 615.8 367.24 615.8 370.54 615.95 371.57 616 374.98 616 378.9 615.78 379.21 615.77 384.78 615.46 385.46 615.44 386.46 615.4 395.43 614.96 397.82 614.89 402.32 614.72 405.83 614.64 407.07 614.6 409.3 614.54 409.84 614.53 414.05 614.43 414.63 614.42 419.67 614.3 420.2 614.28 426.07 614.15 426.36 614.14 426.59 614.13 432.91 614 557.36 614 579.29 612.33 630.25 612.16 679.93 611.75 730.53 611.19 793.5 601.26 827.41 601.26 888.54 610.23 995.58 611.19 1050.72 612.38 1050.86 612 1055.67 612 1059.28 612.14 1116.84 614 1128.46 614 1176.34 615.93 1178.01 616 1182.22 616.4 1184.16 616.5 1187.67 616.79 1192.48 617.02 1195.11 617.22 1203.48 617.61 1204.75 617.69 1211.65 618 1213.9 618.16 1217.94 618.46 1219.45 618.55 1222.18 618.75 1224.44 618.84 1226.6 618.99 1228.53 619.12 1230.91 619.18 1232.88 619.3 1234.37 619.33 1235 619.35 1235.18 619.35 1236.78 619.44 1237.52 619.44 1238.6 619.5 1240.1 619.51 1242.75 619.52 1243.39 619.55 1243.7 619.57 1247.04 619.59 1247.2 619.6 1247.3 619.6 1258.65 619.86 1262.59 620 1263.75 620.05 1263.84 620.05 1269.01 620.27 1269.5 620.28 1274.01 620.47 1274.86 620.5 1275.89 620.53 1277.22 620.58 1279.06 620.66 1281.8 620.79 1286.18 620.99 1290.6 621.22 1304.3 621.99 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 730.53 .058 888.54 .048 Bank Sta: Left Right Coeff Contr. Expan. 730.53 888.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 793.5 610.9 F 827.41 1304.3 610.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 612.33 752.54 611.19 912.83 610.23 1019.87 611.19 Downstream Bridge Cross Section Data Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Coeff Contr. Expan. 755.01 912.83 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 8 8 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 43 .013 .013 0 .5 1 Number of Barrels = 4 Upstream Elevation = 601.26 Centerline Stations Sta. Sta. Sta. Sta. 797.5 806.23 814.41 823.41 Downstream Elevation = 601.09 Centerline Stations Sta. Sta. Sta. Sta. 820.34 829.03 837.71 846.44 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 26097.11 INPUT Description: Station Elevation Data num= 124 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 618 57.21 618 172.46 616.83 178.68 616.78 180.42 616.77 186.09 616.72 190.48 616.69 266.98 616 308.82 616 343.26 614.59 354.45 614.94 355.4 615 356.43 614.97 357.78 615.04 358.89 615.03 363.21 615.23 364.1 615.23 366.37 615.34 367.94 615.41 368.62 615.42 369.4 615.45 370.14 615.47 371.09 615.48 371.42 615.49 374.01 615.51 376.81 615.51 377.76 615.5 377.99 615.49 378.85 615.48 383.22 615.35 384.61 615.29 386.33 615.21 386.8 615.18 388.76 615.1 389.88 615.03 391.85 614.95 393.85 614.84 395.51 614.77 397.9 614.64 399.58 614.58 402.08 614.5 403.92 614.41 405.24 614.34 408.99 614.25 409.71 614.22 410.22 614.2 415.13 614.09 415.29 614.08 415.59 614.07 415.66 614.07 418.77 614 566.31 614 611.02 612.52 614.47 612.46 617.54 612.42 621.17 612.36 622.2 612.35 622.81 612.34 623.2 612.33 627.02 612.27 627.32 612.27 631.82 612.2 632.13 612.19 632.42 612.19 643.07 612 651.7 612 652.26 612.16 701.94 611.75 752.54 611.19 755.01 610.799 816.34 601.09 850.44 601.09 912.83 610.23 1019.87 611.19 1040.27 612 1064.12 612 1064.32 612.01 1125.95 614 1137.16 614 1186.8 616 1188.56 616.17 1189.37 616.21 1193.55 616.56 1196.91 616.72 1200.36 616.97 1207.01 617.28 1209.32 617.43 1219.5 617.89 1219.93 617.91 1221.95 618 1225.46 618.26 1226.32 618.31 1229.48 618.55 1231.13 618.61 1233.7 618.79 1236.01 618.94 1238.02 619 1240.43 619.14 1241.74 619.17 1242.3 619.18 1242.45 619.19 1244.45 619.3 1245.12 619.3 1246.48 619.37 1247.85 619.38 1250.27 619.39 1251.49 619.45 1254.57 619.47 1254.77 619.48 1254.91 619.48 1265.39 619.72 1273.23 620 1281.45 620.35 1282.07 620.36 1282.81 620.38 1283.78 620.42 1292.26 620.8 1301.49 621.31 1304.39 621.46 1311.32 621.86 1311.9 621.89 1313.83 622 1313.97 622 1314.36 622.01 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .048 752.54 .058 912.83 .048 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 755.01 912.83 1217.18 1242.13 1039.66 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 816.34 610 F 850.44 1314.36 609.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24854.98 INPUT Description: Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 608 216.64 608 229.54 607.95 233.32 608 245.42 608 251.13 607.79 251.91 607.76 253.04 607.7 254.87 607.59 258.17 607.4 265.86 606.94 273.41 606.51 281.68 606 362.28 606 363.45 606.06 413.51 605.73 423.63 604.21 433.43 600.84 453.63 600.08 470.1 597.23 474.09 595.74 475.94 593.39 478.07 593.18 479.43 591.98 486.41 592.19 489.31 592.61 490.16 593.07 492.21 594.44 494.34 596.1 495.96 598.33 510.16 600.79 538.31 601.31 541.23 601.43 556.59 602 562.59 602 567.91 602.42 569.98 602.53 574.66 602.87 587.79 603.58 589.98 603.72 595.22 604 598.12 604.46 600.81 605 603.53 605.49 605.76 606 612.67 607.49 615.16 608 620.67 609.59 622.27 610 626.5 610.26 630.58 610.52 632.32 610.6 636.3 610.83 640.12 611.06 642.71 611.14 645.68 611.3 651.52 611.47 653.24 611.56 656.67 611.66 659.03 611.76 662.6 611.86 662.9 611.87 663.25 611.88 667.29 611.97 668.47 612 671.71 612.24 672.16 612.29 675.39 612.53 676.02 612.59 677.96 612.75 678.52 612.8 678.91 612.84 680.24 612.96 680.85 613 681.99 613.12 682.45 613.13 683.56 613.25 684.41 613.23 685.42 613.34 686.96 613.29 687.87 613.38 690.17 613.29 691.02 613.36 691.65 613.42 694.42 613.33 695.08 613.38 696.21 613.44 696.81 613.47 699.64 613.41 700.43 613.44 702.56 613.4 728.27 613.92 728.47 613.93 730.27 614 733.25 614.22 736.78 614.46 738.36 614.59 742.81 614.89 746 615.18 749.07 615.39 754.21 615.92 754.39 615.94 754.97 616 761.36 617 764.95 617.57 767.76 618 771.26 618.47 774.37 618.88 776.08 619.08 782.39 620 782.79 620.02 788.62 620.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 453.63 .047 510.16 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 453.63 510.16 453.38 708.43 636.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24146.55 INPUT Description: Upstream Burning Tree Ln Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 463.88 536.84 16.61 46.9 82.04 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 24130 INPUT Description: Burning Tree Ln Distance from Upstream XS = 16 Deck/Roadway Width = 28 Weir Coefficient = 2.9 Upstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 715 606.35 Upstream Bridge Cross Section Data Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.94 10.29 605.74 20.58 605.5 30.87 605.28 41.15 605.09 51.44 604.92 61.73 604.75 72.02 604.58 82.31 604.41 92.6 604.24 102.88 604.07 113.17 603.94 123.46 603.77 133.75 603.57 144.04 603.41 154.33 603.28 164.61 603.15 174.9 603 185.19 602.82 195.48 602.65 205.77 602.47 216.06 602.3 226.34 602.12 236.63 602.01 246.92 602 257.21 602 267.5 602 277.79 602 288.07 602 298.36 602 308.65 602 318.94 602 329.23 602 339.52 602 349.8 602 360.09 602 370.38 602 380.67 602 390.96 602 401.25 602 411.53 602 423.74 602.22 462.46 601.9 463.1 602.41 463.88 602.39 464.36 591.56 480.34 591.99 482.79 591.54 483.73 591.58 490.53 591.53 504.59 591.51 505.41 590.95 509.39 591.28 516.29 591.07 518.4 591.54 518.96 591.56 521.87 592.2 536.42 592.19 536.84 602.45 555.28 602.47 636.45 604.64 660.48 605.14 701.81 606.04 702.6 605.56 721.93 606.54 739.23 605.92 740.19 606.35 761.5 609.02 761.56 608.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 463.88 .047 536.84 .077 Bank Sta: Left Right Coeff Contr. Expan. 463.88 536.84 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 465 602.7 F 536 761.56 602.45 F Downstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 410 601.44 450 602.4 463 602.7 500 602.61 537 602.45 555 602.77 606 603.36 655 604.54 730 606.35 Downstream Bridge Cross Section Data Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Coeff Contr. Expan. 480.32 567.79 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9.5 35 FHWA Chart # 10- 90 degree headwall; Chamfered or beveled inlet FHWA Scale # 1 - Inlet edges chamfered 3/4 inch Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 16 28 .013 .047 0 .5 1 Number of Barrels = 2 Upstream Elevation = 591.5 Centerline Stations Sta. Sta. 482.5 518.5 Downstream Elevation = 590.67 Centerline Stations Sta. Sta. 505 541 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24099.6 INPUT Description: Added cross section for Burning Tree Bridge Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 605.96 10.03 605.83 10.65 605.82 20.07 605.64 21.31 605.61 30.1 605.43 31.96 605.39 40.13 605.24 42.61 605.2 50.17 605.07 53.26 605.02 60.2 604.9 63.92 604.84 70.23 604.73 74.57 604.66 80.27 604.56 85.23 604.47 90.3 604.38 95.88 604.28 100.33 604.2 106.53 604.1 110.37 604.04 117.18 603.97 120.41 603.93 127.83 603.83 130.44 603.79 138.49 603.66 140.48 603.64 149.14 603.5 150.51 603.48 159.8 603.33 160.54 603.32 170.44 603.16 170.58 603.16 180.61 602.99 181.1 602.98 190.64 602.8 191.75 602.78 200.68 602.61 202.41 602.58 210.71 602.42 213.06 602.38 220.74 602.25 223.72 602.21 230.78 602.12 234.36 602.08 240.81 602.04 245.01 602.01 250.84 602 255.67 602 260.88 602 266.32 602 270.91 602 276.98 602 280.94 602 287.63 602 290.98 602 298.28 602 301.01 602 308.93 602 311.04 602 319.59 602 321.08 602 330.24 602 331.11 602 340.9 602 341.14 602 351.18 601.99 351.55 601.99 361.22 601.95 362.19 601.95 371.25 601.92 372.85 601.91 381.28 601.88 383.5 601.84 394.16 601.67 395.12 601.66 404.81 601.6 415.47 601.53 424.95 601.48 426.11 601.49 438.75 601.76 453.91 601.83 478.85 601.64 479.51 601.98 480.32 601.96 480.95 594.67 494.17 593.42 501.96 592.52 505.18 591.8 505.47 591.77 506.42 591.78 515.36 591.69 530.93 591.58 531.78 591.42 532.39 591.3 532.91 591.12 533.85 591.12 534.93 590.74 538.85 591.09 539.09 591.11 540.27 591.12 542.69 591.24 546.16 591.26 546.3 591.28 548.51 591.96 549.1 592.07 552.14 593 556.83 593.77 567.35 595.26 567.79 602.16 581.85 602.28 617.02 603.37 643.7 604.14 662.01 604.57 693.51 605.33 694.11 605.02 708.84 605.75 722.02 605.41 722.75 605.7 730.09 606.54 738.99 607.38 739.04 606.92 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 480.32 .047 567.79 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 480.32 567.79 33.22 93.8 164.08 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 487.5 601.96 F 558.5 739.04 602.16 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 24005.85 INPUT Description: Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 606 10.72 606 21.44 605.86 32.16 605.65 42.88 605.45 53.6 605.27 64.32 605.08 75.04 604.9 85.76 604.69 96.48 604.48 107.2 604.27 117.92 604.08 128.65 604 139.37 603.92 150.09 603.83 160.81 603.64 171.53 603.41 182.25 603.18 192.97 602.95 203.69 602.72 214.41 602.48 225.13 602.25 235.85 602.05 246.57 602 257.29 602 268.01 602 278.73 602 289.45 602 300.17 602 310.89 602 321.61 602 332.33 602 343.05 602 353.77 602 364.49 602 375.22 601.96 385.94 601.86 396.66 601.75 407.38 601.63 422.16 600.97 454.03 600.43 484.98 601.28 513.19 601.11 533.68 596.59 550.39 592.21 588.05 591.72 589.3 591.25 590.21 590.88 590.98 590.33 593.96 590.32 598.23 590.76 599.77 590.87 602.4 591.36 606.18 591.64 617.78 596.92 629.7 601.59 648.18 602.7 690.63 604.51 693.99 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .077 513.19 .047 629.7 .077 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 513.19 629.7 7100.31 1115.97 1016.31 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22889.88 INPUT Description: Station Elevation Data num= 46 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.2 2.21 601.17 4.83 601.15 10.7 601.07 11.98 601.05 15.31 601.02 16.02 601.01 25.22 600.94 29.52 600.9 32.23 600.88 222.36 601.52 243.83 600.54 262.35 600.08 262.78 597.09 277.38 596.71 286.04 594 292.46 593.45 310.53 589.5 320.44 588.34 326.3 586.7 340.59 585.88 348.48 585.44 353.15 586.76 357.44 590.12 370.97 594.29 384.74 597.61 429.4 598.34 450.71 598.82 490.91 600.89 648.62 602 670.87 602 696.26 602.54 700.65 602.56 703.17 602.58 731.65 602.62 732.34 602.62 734.56 602.6 735.94 602.6 738.21 602.61 739.75 602.59 742.43 602.6 744.1 602.59 745.68 602.57 756.48 602.57 758.34 602.56 771.29 602.61 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 277.38 .05 384.74 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 277.38 384.74 55.89 47.2 63.68 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22842.67 INPUT Description: upstream Old North Rd Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.63 8.15 49.11 1.36 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 22817 INPUT Description: Old North rd. Distance from Upstream XS = .01 Deck/Roadway Width = 49 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Upstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 265.05 585.07 328.42 585.07 388.63 597.91 440.89 598.31 492.69 599.16 545.73 599.9 587.47 600 588.84 600 605.72 600.38 634.83 601.47 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.63 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.63 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 265.05 598.86 F 328.42 634.83 597.91 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 600.45 206.54 598.86 388.63 597.91 1000 599.896 Downstream Bridge Cross Section Data Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Coeff Contr. Expan. 206.54 388.62 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 9 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 49 .013 .013 0 .5 1 Number of Barrels = 6 Upstream Elevation = 585.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 270.05 280.8 291.5 302.09 312.79 323.42 Downstream Elevation = 584.07 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. 271.06 281.77 292.61 303.22 313.99 324.82 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22793.56 INPUT Description: down Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 601.7 50.28 600.22 206.54 598.86 266.06 584.07 329.82 584.07 388.62 597.91 440.88 598.31 492.68 599.16 545.72 599.9 546.21 600 588.23 600 607.8 600.44 634.61 601.44 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 206.54 .05 388.62 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 206.54 388.62 326.46 299.67 310.92 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 266.06 595 F 331.06 634.61 595.3 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 22493.9 INPUT Description: Xsection 42020 from C21COOP Aug '83 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 400 596.5 440 584.9 457 585.4 492 594.7 500 595.4 600 599.1 700 600.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 400 .05 492 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 492 990.15 899.6 792.96 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 21594.3 INPUT Description: Station Elevation Data num= 84 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 600 1.14 600 3.09 599.93 3.45 599.92 9.79 599.69 11.32 599.62 17.55 599.38 19.62 599.29 24.38 599.1 26.34 599.01 29.5 598.89 31.37 598.8 33.51 598.72 35.7 598.61 37.18 598.55 40.09 598.41 41.05 598.37 45.24 598.16 48.29 598 64.96 597.28 69.62 597.07 75.5 596.82 93.84 596 147.94 594.36 149.65 594.3 159.53 594 210.57 592.53 212.13 592.48 214.07 591.82 255.41 589.44 286.72 592.21 311.65 591.07 332.58 587.23 341.07 585.6 352.12 585.83 382.14 582.73 385.85 582.76 387.29 582.22 388.3 581.95 389.04 581.04 392.63 581.03 395.62 581.44 396.07 582 396.39 582.26 397.2 582.58 402.94 583.47 437.98 589.72 471.11 590.27 504.22 591.23 522.56 593.83 523.39 594.32 524.15 594.37 525.26 594.45 535.56 595.16 538.49 595.34 543.32 595.66 547.23 595.85 547.63 595.87 547.87 595.89 548.03 595.9 550.72 596 571.01 596 575.09 595.85 575.47 595.85 577 595.83 577.45 595.82 577.82 595.81 584.39 595.59 585.1 595.57 586.15 595.55 587.6 595.5 589.56 595.44 592.18 595.35 602.02 594.99 618.76 594.31 625.86 594 717.17 594 785.9 595.54 808.03 595.98 809.13 596 869.69 597.43 889.43 597.86 896.58 598 901.58 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 311.65 .05 437.98 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 311.65 437.98 1077.2 1053.87 692.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 20540.43 INPUT Description: Station Elevation Data num= 151 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 597.81 12.05 597.52 13.61 597.49 16.47 597.42 18.59 597.36 20.41 597.33 25.46 597.2 28.25 597.12 30.37 597.09 42.84 596.79 45.02 596.75 52.16 596.66 55.87 596.59 58.05 596.57 59.05 596.55 59.62 596.54 59.95 596.53 60.2 596.53 62.18 596.52 64.74 596.46 66.69 596.46 68.2 596.42 69.67 596.4 71.85 596.39 73.17 596.37 75.74 596.37 76.88 596.35 77.8 596.34 80.83 596.34 81.55 596.33 88.8 596.33 89.41 596.32 96.01 596.32 96.58 596.31 98.4 596.31 99.36 596.32 99.92 596.32 100.49 596.31 103.23 596.27 103.84 596.27 150.98 596 186.64 596 213.74 595.55 261.65 594.88 286.4 594.46 289.37 593.89 342.47 592.69 393.33 591.15 409.36 588.2 415.47 584.82 420.42 584.16 425.98 582.44 456.55 582.68 461.42 577.89 462.51 576.71 467.64 576.93 472.18 577.26 472.99 577.87 474.2 579.13 477.43 581.9 505.38 583.56 521.5 585.29 538.7 586.98 574.13 588.07 574.69 588.74 577.53 588.86 585.98 589.19 587.83 589.25 593.92 589.49 595.87 589.55 598.02 589.63 602.01 589.76 602.88 589.79 604.45 589.83 606.51 589.87 606.93 589.88 609.69 589.93 613.01 590 613.67 590.03 613.77 590.04 618.43 590.27 622.45 590.48 624.14 590.56 627.44 590.73 632.47 590.97 634.04 591.05 637.31 591.2 638.45 591.27 642.03 591.44 650.41 592 650.61 592 651.68 592.07 654.31 592.27 654.6 592.27 670.11 592 713.67 592 722.57 591.16 725.75 590.82 729.28 590.49 733.1 590.09 733.39 590.06 734.05 590 790.49 590 804.24 590.81 806.94 590.96 812.04 591.27 817.33 591.52 819.5 591.65 827.9 592 959.16 592 967.65 592.15 1016.85 592.76 1018.06 592.76 1019.5 592.77 1020.98 592.77 1022.72 592.78 1024.75 592.8 1034.37 592.84 1037.71 592.86 1039.7 592.86 1044.36 592.88 1048.89 592.89 1065.2 592.87 1066.24 592.87 1066.67 592.88 1068.01 592.88 1146.3 593.82 1146.62 593.82 1149.12 593.87 1149.37 593.88 1154.26 594 1155.38 594 1192.06 596 1264.67 596 1270.54 596.2 1293.96 596.96 1297 597.05 1299.75 597.11 1302.18 597.18 1305.38 597.24 1308.2 597.32 1309.01 597.35 1319.01 597.53 1319.74 597.56 1326.48 597.68 1331.88 597.82 1337.39 597.9 1337.73 597.91 1342.77 597.98 1343.7 598 1370.15 598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 393.33 .05 574.13 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 393.33 574.13 1174.67 1400.41 1266.92 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19140.02 INPUT Description: Station Elevation Data num= 223 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.79 624 86.03 623.6 87.58 623.42 89.93 623.13 90.88 623.01 91.76 622.91 92.38 622.86 93.35 622.77 97.02 622.37 97.73 622.31 100.63 622 102.85 621.69 105.99 621.27 108.59 620.91 109.88 620.74 110.42 620.66 110.71 620.62 114.29 620.11 114.35 620.1 114.43 620.09 114.53 620.08 115.07 620 118.06 619.54 120.16 619.21 122.95 618.78 124.28 618.57 128.03 618 128.23 617.97 128.29 617.95 128.41 617.92 131.17 617.37 132.12 617.17 134.97 616.39 135.24 616.33 135.45 616.27 135.65 616.21 136.42 616 141.23 614.46 142.71 614 144.66 613.4 148.55 612.24 149.31 612 152.97 610.94 153.66 610.75 154.02 610.65 154.37 610.55 156.48 610 158.56 609.55 161.09 608.99 163.51 608.49 165.93 608 167.34 607.72 168.14 607.58 170.46 607.14 173.47 606.54 174.31 606.37 175.94 606 178.55 605.4 180.3 604.94 181.99 604.5 183.83 604 185.31 603.55 187.18 603 188.96 602.46 190.62 602 193.88 601.14 195.72 600.66 196.4 600.48 198.02 600 203.9 598.67 206.89 598 208.49 597.58 215.13 596 215.19 595.98 217.18 595.41 221.97 594 223.03 593.73 224.1 593.46 229.78 592 233.06 591.27 234.6 590.94 237.6 590.29 238.9 590 242.33 589.3 244.59 588.82 248.62 588 250.54 587.7 251.9 587.47 253.42 587.22 257.67 586.53 258.45 586.39 260.65 586 260.72 586 262.5 585.92 263.85 585.87 264.15 585.86 267.33 585.74 267.9 585.73 268.52 585.73 269.25 585.72 275.19 585.52 279.38 585.46 280.76 585.45 288.2 585.24 316.27 584.57 318.42 584.55 320.06 584.52 321.92 584.52 338.66 584.38 339.13 584.16 386.4 584.04 478.63 584.03 525.35 583.85 532.94 580.3 538.62 579.94 546.27 575.05 548.59 573.64 562.57 574 564.18 575.14 567.95 578.31 572.71 578.61 581.08 583.75 605.85 582.96 618.22 580.07 640.17 583.78 677.6 584.57 777.06 589.45 777.73 590.05 780.36 590.11 780.81 590.11 789.22 590.29 854.33 591.14 855.36 591.15 858.24 591.15 861.3 591.16 862.88 591.16 864.37 591.17 867.7 591.18 872.3 591.18 875.76 591.2 877.03 591.2 880.52 591.21 884.51 591.21 885.44 591.22 886.86 591.22 888.68 591.23 891.89 591.23 895.99 591.25 898.93 591.24 900.79 591.25 921.97 591.27 923.91 591.28 928.57 591.27 929.87 591.27 931.59 591.28 932.8 591.27 934.23 591.28 948.99 591.2 950.5 591.19 951.76 591.19 958.86 591.1 960.56 591.07 962.53 591.04 963.88 591.03 966.05 591 968.31 590.96 970.55 590.93 972.81 590.89 976.18 590.87 981.05 590.85 982.34 590.85 984.43 590.81 990.86 590.81 995.91 590.84 997.67 590.81 998.98 590.82 1002.49 590.86 1004.22 590.83 1006 590.86 1007.71 590.88 1009.26 590.91 1010.55 590.93 1012.2 590.91 1013.23 590.93 1015.05 590.95 1017.79 590.95 1019.48 590.97 1021.99 590.95 1023.35 590.98 1024.81 590.96 1026.14 590.95 1027.24 590.92 1028.18 590.95 1029.12 590.93 1029.93 590.9 1053.64 590.69 1151.96 592 1220.16 592 1222.85 592.05 1223.18 592.05 1223.52 592.06 1226.58 592.12 1227.04 592.12 1236.17 592.29 1241.06 592.39 1253.17 592.62 1254.18 592.63 1254.96 592.64 1329.61 594 1389.69 594 1494.22 595.57 1498.95 595.65 1502.08 595.69 1506.58 595.76 1508.34 595.79 1509.86 595.81 1511.1 595.83 1512.06 595.84 1522.92 596 1558.95 596 1612.08 596.33 1683.1 596.63 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .078 525.35 .05 581.08 .078 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 525.35 581.08 75.05 61.53 118.11 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19078.49 INPUT Description: Upstream Mingo Rd Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 618.05 22.03 35.58 17.24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 19058 INPUT Description: Mingo rd. Distance from Upstream XS = .01 Deck/Roadway Width = 35.57 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Upstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 573.31 575.02 594.69 575.02 618.05 585.2 669.7 585.67 720.77 586.31 828.06 588.92 879.76 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 618.05 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 618.05 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 566.31 585.15 F 594.69 1692.69 585.2 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.2 548.19 585.15 618.05 585.2 1000 585.6 Downstream Bridge Cross Section Data Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Coeff Contr. Expan. 548.19 617.3 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 2 Culvert Name Shape Rise Span Culvert #1 Box 4 5 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.56 .013 .013 0 .5 1 Upstream Elevation = 578.02 Centerline Station = 568.81 Downstream Elevation = 577.12 Centerline Station = 575.81 Culvert Name Shape Rise Span Culvert #2 Box 7 9 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 35.57 .013 .013 0 .5 1 Number of Barrels = 2 Upstream Elevation = 575.02 Centerline Stations Sta. Sta. 577.81 590.19 Downstream Elevation = 574.12 Centerline Stations Sta. Sta. 584.92 597.09 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 19042.91 INPUT Description: DS Mingo Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 82.34 624 83.95 623.85 84.3 623.79 87.94 623.41 89.75 623.11 91.76 622.87 96.33 622 96.59 621.95 96.77 621.9 104.53 620.1 104.94 620 110.4 618.53 112.3 618 114.66 617.29 116.39 616.76 118.53 616 121.71 614.83 124.04 614 125.64 613.6 128.59 612.83 131.69 612 133.19 611.51 138.36 610 144.05 608.09 144.32 608 144.56 607.94 144.7 607.9 151.74 606 152.74 605.72 159.42 604 166.59 602.03 166.7 602 167.04 601.92 167.65 601.77 174.74 600 176.01 599.65 181.87 598 186.28 596.83 189.31 596 194.02 594.7 196.58 594 200.77 592.92 204.2 592 210.32 590.57 212.69 590 220.83 588 222.74 587.7 231.02 586.44 234.23 586 236.62 585.8 237.07 585.77 237.63 585.73 241.37 585.43 242.85 585.32 245.43 585.12 248.28 584.88 253.53 584.5 255.04 584.37 260.45 584 338.34 584 338.44 584.99 441.07 584.77 495.06 584.87 548.19 585.15 580.42 574.1 601.59 574.108 617.3 585.2 668.95 585.67 720.02 586.31 827.31 588.92 879.01 589.77 880.69 588.65 882.95 588.65 885.11 588.68 886.14 588.68 888.95 588.71 890.47 588.73 891.29 588.73 893.94 588.74 895.39 588.75 896.98 588.77 898.96 588.79 900.98 588.82 914.94 588.93 917.42 588.94 918.69 588.94 921.35 588.96 922.35 588.97 924.86 588.99 926.85 589 927.73 589.01 928.88 589.01 929.72 589.02 930.24 589.03 931.42 589.03 932.15 589.04 936.95 589.04 976.26 590 1055.04 590 1058.98 590.07 1059.22 590.07 1063.3 590.17 1063.53 590.16 1191.17 591.79 1194.29 591.84 1207.26 592 1219.13 592 1249.85 592.49 1366.45 594 1374.26 594 1551.08 595.77 1570.52 596 1571.89 596 1579.41 596.06 1579.7 596.06 1692.69 596.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 548.19 .078 617.3 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 548.19 617.3 56.78 45.71 30.61 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 573.31 583.2 F 601.59 1692.69 583.2 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18997.21 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 29.55 30.06 27.88 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 18975 INPUT Description: Mingo RR Distance from Upstream XS = .01 Deck/Roadway Width = 15 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Upstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 614.4 587.05 F 701.93 1614.62 587.11 F Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 592.759 618.21 591.67 586.67 697.14 591.82 586.82 1178.62 592.44 Downstream Bridge Cross Section Data Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Coeff Contr. Expan. 589.11 768.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 6 Pier Data Pier Station Upstream= 631.73 Downstream= 631.73 Upstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Downstream num= 2 Width Elev Width Elev 1 575.607 1 586.82 Pier Data Pier Station Upstream= 644.36 Downstream= 644.36 Upstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Downstream num= 2 Width Elev Width Elev 1 574.303 1 586.82 Pier Data Pier Station Upstream= 657.1 Downstream= 657.1 Upstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.07 1 586.82 Pier Data Pier Station Upstream= 670.41 Downstream= 670.41 Upstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Downstream num= 2 Width Elev Width Elev 1 572.885 1 586.82 Pier Data Pier Station Upstream= 682.79 Downstream= 682.79 Upstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Downstream num= 2 Width Elev Width Elev 1 577.637 1 586.82 Pier Data Pier Station Upstream= 694.98 Downstream= 694.98 Upstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Downstream num= 2 Width Elev Width Elev 1 584.438 1 586.82 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18967.14 INPUT Description: Station Elevation Data num= 66 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 20.82 623.98 31.23 623.76 41.65 622.93 52.06 621.76 62.47 620.12 72.88 618.37 83.29 616.32 93.7 611.03 104.12 602.88 114.53 598.04 124.94 594.6 135.35 593 145.76 591.51 156.17 589.87 166.59 587.77 177 585.99 187.41 585.89 208.23 585.2 229.06 584.57 239.47 584.22 249.88 584 291.3 584 302.04 584.28 312.78 584.06 323.52 584.1 334.26 584.21 345 584.03 355.74 584.31 366.48 584.33 368.64 581.25 537.57 580.12 589.11 581.06 598.63 578.56 739.91 572.62 743.79 571.93 748.45 572.16 753.94 572.39 768.84 578.45 829.6 582.83 885.69 584.03 939.61 585.31 980.17 585.94 1178.62 592.44 1184.75 594.07 1195.69 594.74 1206.64 595.26 1217.58 595.48 1228.52 595.79 1239.46 595.73 1250.4 595.84 1261.34 595.98 1272.28 595.92 1283.22 596.04 1294.16 596.54 1305.1 597.15 1326.99 597.67 1337.93 597.72 1348.87 597.82 1359.81 597.96 1370.75 597.87 1381.69 598 1392.63 597.98 1597.37 598 1608.31 598.08 1614.62 598.46 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 589.11 .078 768.84 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 589.11 768.84 64.74 370.18 603.82 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 613.78 587.38 F 701.72 1614.62 587.38 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18596.96 INPUT Description: Station Elevation Data num= 73 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 623.94 10.43 623.23 20.87 621.41 31.3 618.34 52.17 611.2 73.03 604.36 83.47 600.31 93.9 596.62 104.33 593.55 114.76 591.19 125.2 589.2 135.63 587.67 146.06 586.88 156.5 586.43 166.93 586.09 177.36 585.98 187.8 585.7 208.66 584.85 219.1 584.46 229.53 584.11 239.96 584.45 250.4 585.17 260.83 585.36 271.26 586.29 281.7 586.29 296.61 588.57 308.31 588.65 320.02 588.46 331.73 586.34 343.44 585.02 355.15 584.2 366.86 583.88 378.57 583.75 390.27 583.71 407.28 583.45 417.32 583.14 437.4 582.6 447.44 582.35 453.91 581.56 546.77 579.67 564.06 571.11 566.15 569.81 568.8 569.05 573.67 568.25 578.28 569.17 582.85 569.8 586.88 570.3 587.63 571.53 593.53 576.39 621.41 579.51 743.22 581.33 839.09 581.29 935.93 581.8 948.11 582.44 960.94 582.75 973.77 583.12 986.6 583.6 999.43 584.49 1012.26 585.88 1025.08 587.43 1037.91 587.96 1050.74 588.12 1102.06 588.44 1166.21 588.64 1191.87 588.69 1217.53 588.8 1279.04 589.15 1291.8 589.25 1368.4 590.04 1381.16 590.14 1393.93 590.27 1406.69 590.37 1472.29 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 546.77 .078 621.41 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 546.77 621.41 19.72 73.31 220.7 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18523.65 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 624 10.49 623.89 73.42 624 104.89 624.3 272.72 623.66 293.69 622.5 355.01 621.76 457.5 620.25 545.7 578.84 568.63 571.93 571.16 571.07 581.09 569.87 585.48 570.67 596.08 569.71 600.92 570.48 601.62 571.93 608.82 574.27 670.58 614.17 722.19 612.07 829.98 606.55 881.59 603.48 935.14 600.58 991.75 597.69 1008.47 596.46 1015.96 594 1046.28 594 1052.89 593.85 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 457.5 .078 670.58 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 457.5 670.58 141.26 289.13 253.85 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 18234.52 INPUT Description: Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .48 50 622.46 60 620.21 70 616.46 80 608.77 90 600.7 100 596.25 110 593.16 120 590.46 130 588.59 140 587.88 150 587.48 154.71 585.77 167.75 588 181.11 588.13 199.51 587.52 221.34 583.91 236.69 584.08 265.39 594.71 270.57 594.75 295.93 585.08 327.56 584.5 346.57 581.35 349.89 581.16 372.18 582.97 406.34 583.82 444.9 583.5 498.08 584.19 553.06 584.01 615.76 582.4 651.27 581.19 665.97 577.07 677.85 574.86 728.82 574.49 773.24 573.88 821.81 574 858.66 574.41 878.05 574.58 883.12 573.38 884.26 571.9 885.36 570.97 885.94 570.55 902.98 570.63 920.21 570.88 921.01 571.18 923.3 572.39 925.27 574.86 933.62 575.23 952.67 579.33 972.22 581.18 980.9 580.82 991.01 581.18 1001.13 581.68 1011.24 582.56 1021.35 583.77 1028.24 585.63 1038.34 589.03 1048.44 591.2 1058.55 591.87 1068.65 591.98 1088.85 592 1100.31 591.81 1101.1 591.83 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 878.05 .078 952.67 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 878.05 952.67 999.26 491.49 234.57 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17743.03 INPUT Description: Upstream US Hwy 377 Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 647.54 852.94 201.26 230.1 336.42 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 17633 INPUT Description: US Hwy 380 Distance from Upstream XS = .01 Deck/Roadway Width = 213 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Upstream Bridge Cross Section Data Station Elevation Data num= 278 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.78 147.91 588 276.32 588 300.45 587.55 301.06 587.54 304.23 587.48 306.65 587.42 382.68 586 424.64 586 426.88 585.92 426.95 585.92 433.49 585.68 433.82 585.67 438.06 585.52 438.84 585.5 441.02 585.43 442.73 585.37 444.27 585.34 445.05 585.31 447.19 585.26 447.5 585.25 453.58 584.74 505.88 582.93 557.01 581.85 604.6 580.45 647.54 578.67 664.33 572.5 678.66 568.06 683.76 567.373 805.68 567.373 809.81 569.01 817.41 568.82 833.85 573.25 852.94 579.6 901.56 581.65 939.97 584.28 971.95 585.22 1020.28 585.66 1068.56 581.98 1121.62 581.38 1121.82 582.72 1123.34 582.74 1124.27 582.73 1125.53 582.74 1127.6 582.74 1128.52 582.75 1129.83 582.73 1131.33 582.72 1132.32 582.73 1134.02 582.71 1135.07 582.72 1136.95 582.7 1137.96 582.71 1139.94 582.69 1140.84 582.69 1142.81 582.68 1143.61 582.68 1144.34 582.67 1146.89 582.67 1147.64 582.68 1149.4 582.69 1150.28 582.71 1152.02 582.72 1153.14 582.75 1154.9 582.78 1158.06 582.85 1159.65 582.87 1161.52 582.92 1163.24 582.92 1165.18 582.98 1166.88 582.96 1168.71 583.02 1170.24 583 1171.77 583.04 1173.02 583.03 1174.19 583.06 1175.38 583.05 1176.44 583.07 1177.88 583.07 1179.15 583.09 1181.05 583.08 1182.73 583.11 1184.82 583.1 1186.59 583.14 1188.43 583.13 1189.89 583.16 1191.2 583.15 1194.19 583.18 1196.02 583.18 1196.74 583.19 1198.79 583.19 1199.87 583.2 1202.19 583.2 1203.42 583.22 1205.44 583.22 1206.53 583.24 1209.67 583.24 1210.46 583.26 1211.76 583.26 1213.91 583.27 1216.37 583.27 1217.07 583.3 1219.2 583.3 1223.05 583.33 1225.88 583.37 1226.8 583.42 1230.75 583.48 1235.37 583.56 1236.41 583.6 1241.17 583.7 1251.09 583.94 1251.3 583.95 1254.72 584.02 1256.64 584.05 1258.23 584.08 1259.48 584.1 1259.56 584.1 1318.6 584.45 1344.87 584.31 1352.24 584.31 1352.97 584.32 1355.97 584.31 1356.7 584.32 1360.48 584.32 1362 584.33 1362.66 584.33 1429.95 586 1443.06 586 1451.63 586.15 1461.26 586.24 1461.95 586.27 1469.49 586.32 1474.17 586.34 1475 586.37 1479.89 586.41 1480.68 586.44 1482.95 586.54 1484.16 586.61 1488.67 586.65 1490.54 586.76 1497.48 586.85 1499.88 586.99 1503.65 587.06 1505.11 587.08 1508 587.23 1510.59 587.29 1513.98 587.41 1516.29 587.45 1519.65 587.54 1520.57 587.55 1521.32 587.55 1524.23 587.61 1525.09 587.61 1527.66 587.65 1528.12 587.65 1530.5 587.67 1531.14 587.68 1533.48 587.71 1536.05 587.76 1536.65 587.76 1539.57 587.83 1543.21 587.93 1543.39 587.93 1545.54 588 1553.02 588.09 1561.18 588.17 1562.55 588.18 1562.99 588.2 1568.8 588.23 1569.27 588.26 1573.48 588.28 1573.92 588.31 1578.06 588.32 1581.66 588.32 1587.04 588.28 1588.78 588.26 1589.02 588.28 1590.26 588.26 1592.53 588.24 1594.12 588.25 1596.35 588.28 1596.7 588.3 1599.64 588.34 1602.79 588.39 1603.55 588.42 1606.41 588.45 1608.73 588.46 1610.75 588.45 1611.84 588.5 1615.92 588.48 1617.27 588.55 1619.45 588.55 1621.19 588.64 1623.27 588.65 1625.3 588.65 1627.16 588.76 1630.71 588.78 1632.34 588.9 1633.88 588.92 1634.96 589 1635.48 589.03 1636.92 589.06 1637.08 589.07 1637.21 589.08 1637.65 589.08 1639.19 589.13 1640.31 589.14 1642.35 589.17 1644.03 589.22 1646.67 589.25 1648.19 589.3 1650.75 589.33 1651.89 589.37 1653.78 589.4 1654.47 589.42 1654.93 589.43 1656.43 589.45 1656.88 589.45 1658.58 589.47 1659.17 589.48 1661.53 589.49 1662.21 589.51 1662.88 589.52 1665.64 589.53 1666.26 589.55 1668.93 589.56 1669.45 589.57 1671.66 589.59 1672.05 589.6 1672.33 589.6 1674.3 589.63 1674.97 589.63 1677.06 589.66 1677.63 589.67 1683.1 589.73 1683.64 589.74 1686.68 589.78 1687.1 589.78 1690.05 589.83 1690.31 589.83 1693.12 589.87 1693.29 589.87 1695.95 589.89 1696.09 589.89 1696.25 589.9 1698.8 589.89 1701.6 589.91 1701.74 589.91 1705.27 589.99 1705.4 590 1734.5 590 1740.55 590.06 1741.76 590.06 1752.96 590.1 1772.38 590.13 1775.52 590.13 1778.7 590.14 1779.14 590.15 1805.22 590.15 1805.67 590.16 1808.68 590.16 1812.27 590.17 1827.34 590.17 1830.47 590.16 1837.61 590.16 1839.89 590.17 1843.06 590.17 1846.58 590.18 1868.08 590.16 1876.71 590.25 1877.28 590.26 1877.77 590.26 1878.37 590.27 1879.07 590.27 1879.76 590.29 1882.12 590.32 1882.95 590.34 1895.41 590.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 647.54 .078 852.94 .11 Bank Sta: Left Right Coeff Contr. Expan. 647.54 852.94 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 683.76 583 F 805.68 1895.41 583 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 585.128 1000 585.39 Downstream Bridge Cross Section Data Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 573 154 565.8 278 565.8 309 578.5 418 578.2 538 578.7 579 584.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12 .11 107 .078 309 .11 Bank Sta: Left Right Coeff Contr. Expan. 107 309 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 12 154 580.4 F 276 579 580.4 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 10 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef .01 213 .013 .013 0 .5 1 Number of Barrels = 10 Upstream Elevation = 567.46 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 688.76 701.15 713.48 726.01 738.35 750.85 763.2 775.42 787.99 800.68 Downstream Elevation = 564.82 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. Sta. 159.72 172.11 184.44 196.97 209.31 221.81 234.16 246.38 258.95 271.64 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17512.92 INPUT Description: DS Hwy 377 Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 573 154 565.8 278 565.8 309 578.5 418 578.2 538 578.7 579 584.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 12 .11 107 .078 309 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 12 154 580.4 F 276 579 580.4 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17500 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 585.16 40 584.93 41 585.47 51 584.71 100 578.59 147 567.19 183 568.78 211 568.98 219 566.69 224 568.53 231 568.98 236 567.37 240 568.9 253 569.1 325 582.75 400 582.25 500 582.26 579 582.26 620 578.94 650 582.89 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 100 .035 325 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 325 100 100 100 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 325 650 582.75 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17400 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 587.67 20 585.38 47 585.7 70 585.16 120 575.45 155 567.65 155 567.46 175 568.57 189 566.66 208 569.09 210 569.09 215 565.45 223 568.84 248 568.66 311 583.06 400 582.56 500 582.9 600 582.29 634 581.93 686 580.2 700 580.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 70 .035 311 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 311 700 583.06 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17300 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.82 24 588.97 55 584.65 73 585.19 117 584.02 138 583. .05 222 564.86 261 565.94 261 570.4 306 581.22 348 581.65 448 582.39 548 582.85 648 582.37 730 581.03 748 580.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 186 .035 261 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 186 261 90 90 90 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 156 F 281 748 F CULVERT RIVER: Cooper Creek REACH: Reach1 RS: 17260 INPUT Description: Distance from Upstream XS = 20 Deck/Roadway Width = 40 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 48 583 188 581.6 488 581.7 Upstream Bridge Cross Section Data Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.82 24 588.97 55 584.65 73 585.19 117 584.02 138 583.07 186 571 186 565.05 222 564.86 261 565.94 261 570.4 306 581.22 348 581.65 448 582.39 548 582.85 648 582.37 730 581.03 748 580.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 186 .035 261 .05 Bank Sta: Left Right Coeff Contr. Expan. 186 261 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 156 F 281 748 F Downstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 48 583 188 581.6 488 581.7 Downstream Bridge Cross Section Data Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.82 24 588.97 55 584.65 73 585.19 117 584.02 138 583. .05 222 564.86 261 565.94 261 570.4 306 581.22 348 581.65 448 582.39 548 582.85 648 582.37 730 581.03 748 579.22 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 138 .015 306 .05 Bank Sta: Left Right Coeff Contr. Expan. 138 306 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 156 F 281 748 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 11.5 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 3 - Wingwall flared 0 deg. (sides extended straight) Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 20 40 .011 .011 0 .2 1 Number of Barrels = 7 Upstream Elevation = 565.39 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. 191 202 Downstream Elevation = 565.3 Centerline Stations Sta. Sta. Sta. Sta. Sta. Sta. Sta. 191 202 213 224 235 246 257 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17210 INPUT Description: COPIED AND TRANSLATED FROM 17300 Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 588.82 24 588.97 55 584.65 73 585.19 117 584.02 138 583. .05 222 564.86 261 565.94 261 570.4 306 581.22 348 581.65 448 582.39 548 582.85 648 582.37 730 581.03 748 579.22 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 138 .015 306 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 138 306 90 90 90 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 156 F 281 748 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 17020 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.88 100 583.23 200 582.4 209 582.52 234 582.49 273 582.08 295 577.66 330 577.35 400 576.5 436 576.12 452 565.37 459 565.87 468 566.94 480 575.02 500 574.89 550 571.42 572 568.75 581 566.58 592 568.65 610 567.48 671 581.24 682 579.96 736 580.97 800 581.65 900 582.1 994 581.96 1039 579.13 1082 578.9 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .04 209 .12 452 .06 500 .12 550 .05 682 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 436 480 277 352 211 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 671 1082 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14598.35 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 582.86 49 582.31 63 582.28 94 576.68 160 576.6 180 576.17 194 577.36 201 563.97 208 563.12 215 563.62 225 574.05 235 576.83 260 577.12 331 576.89 351 575.98 400 568.93 453 566.19 457 563.33 463 566.1 484 565.97 501 566.61 510 571.36 533 572.96 548 565.1 552 564.15 556 563.94 565 572.18 588 571.31 604 574.57 660 575.27 708 576.139 760 577.08 774 577.527 860 580.27 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .12 194 .05 225 .12 400 .05 484 .12 708 .05 774 .12 860 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 194 235 50 50 50 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 194 577.36 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14550 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578.08 56 576.68 100 575.82 188 575.97 199 571.48 205 570.17 208 563.64 215 562.72 220 562.58 223 567.78 227 569.23 233 574.45 246 576.89 289 576.33 315 575.67 348 570.83 400 568.6 432 567.744 474 566.62 480 563.59 485 564.36 495 570.83 548 572.8 565 574.47 603 574.71 651 574.51 721 575.746 800 577.14 857 578.99 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .12 208 .06 246 .05 474 .12 480 .06 548 .12 651 .05 800 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14500 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 25 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 581.03 61 579.41 86 577.69 101 578.61 139 564.27 143 563.63 150 564.67 154 568.64 171 576.25 199 576.06 218 573.51 261 572.46 361 570.87 431 568.11 461 571.47 478 571.02 510 567.54 521 564.02 526 562.5 535 564.21 572 571.34 661 573.5 752 574.91 792 577.62 861 579.39 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .12 139 .05 261 .12 431 .05 521 .12 752 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 101 578.61 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14400 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 577.7 100 574.92 123 570.31 124 564.6 136 564.21 142 564.05 157 571.21 229 571.97 300 570.82 400 569.99 451 569.91 477 568.11 507 571.47 524 571.02 556 567.54 567 564.02 572 562.5 581 564.21 618 571.34 707 573.5 798 574.91 838 577.62 907 579.39 Manning's n Values num= 12 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .12 100 .12 123 .05 157 .05 229 .013 400 .013 451 .05 524 .05 556 .12 707 .12 798 .05 907 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 157 341 787 255 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14300 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 577.38 50 576.88 100 576.38 112 576.29 120 572.53 219 572.58 294 572.4 371 573.21 411 573.63 428 569.33 443 569.36 455 561.26 470 560.97 481 559.18 491 570.38 514 573.59 530 570.02 543 566.94 636 566.57 673 569.85 673 572.86 674 573.07 706 579.56 766 580.22 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 371 .12 428 .078 530 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 526 676 570 T CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14200 INPUT Description: SUPLIMENTED WITH SEP 2023 AS-BUIT SURVEY Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 576.88 108 575.8 116 572.2 173 572.1 261 571.3 313 571.4 347 567.67 352 567.42 385 571.4 425 571. 495 568.8 510 567.5 545 566.2 580 566.5 605 564.8 635 567.3 659 568.1 669 560.3 678 560.1 687 560.8 695 567.2 705 567.9 710 568.5 723 574.2 742 574.6 775 576.3 805 578.7 880 584.74 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 385 .12 669 .05 742 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 460 572 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14150 INPUT Description: 2023 AS-BUILT - EXTENDED Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 576 51 575.49 58 572.01 80 571.54 106 571.38 126 572.65 143 572.61 150 572.46 159 571.66 166 567.69 176 565.45 186 559.34 191 558.21 196 557.49 203 556.99 208 565.02 214 567.67 265 566.62 276 566.4 330 567.34 343 566.71 405 571.16 446 575.72 463 576.72 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 126 .12 176 .05 265 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14100 INPUT Description: GEES Section Winter 2006 Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.43 100 583.38 200 580.71 251 579.06 283 575.32 300 575.24 400 575.47 500 575.43 510 574.58 558 562.13 586 562.19 615 570.06 688 570.38 770 570.92 800 570.6 834 570.05 860 564.11 900 565.37 913 564.69 936 565.87 942 565.74 951 562.82 953 557.72 963 556.68 970 558.43 973 562.08 979 563.37 989 567.17 997 567.46 1009 571.88 1022 581.21 1050 583.99 1057 584.45 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 688 .12 800 .05 1022 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 418 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 507 657 568 T CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14075 INPUT Description: SEP 2023 AS-BUILT SURVEY US MAYHILL Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .1 127 570.1 563.9 224 563.9 232 561.31 239 557.9 241 557.4 250 555.05 258.2 556.3 259.5 557.57 263 561.1 272 564.8 282 564.8 289 563.8 372 569.6 393 570.57 445 573.2 545 578.69 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 195 .12 232 .06 282 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 224 272 137 97 109 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 14037 INPUT Description: SEP 2023 AS-BUILT SURVEY US MAYHILL Station Elevation Data num= 74 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 575.12 39570.1571 39 570.16 40570.0757 41569.9794 42569.8682 43569.7739 44569.6138 44569.6475 45569.4852 46569.3444 46569.3463 48569.2855 48569.2854 56569.3942 56569.3572 66569.5002 72563.0008 76559.0215 76559.0217 80555.9916 80555.9918 88554.9709 93555.8521 97555.2341 112554.9141 112554.8492 113554.9285 126556.1285 126556.1301 134556.4204 138556.7742 147 557.285 151557.6606 151557.6585 151 557.656 156558.8353 156558.8358 160559.9317 163560.5724 167562.4326 167562.4297 167562.4285 176562.7566 176562.7561 182562.7615 195563.4047 202 564.281 207565.1315 217566.1848 229567.2568 237568.1749 251568.8129 257569.3274 271569.8592 276569.7285 276569.7294 285 569.777 289569.6498 289569.6522 289569.6534 296569.6406 296 569.642 298570.1382 300570.3668 309571.2935 309571. 578 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .12 40 .05 257 .035 309 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 39 289 25 66 25 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 33 T 320 440 T CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13971 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 576.45 18 576.55 18 570.48 19 570.49 30 566.4 36 565.9 45 565.7 48 566.7 54 568. 565 85 563.9 98 563.16 112 557.65 117 557.57 139 558.41 170 557.16 180 563.57 218 564.1 232 563.62 235 565.65 246 569.42 256 572.75 256 578.5 270 578.961 277 579.04 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .015 30 .035 235 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 30 235 78 78 40 .3 .5 BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 13900 INPUT Description: Distance from Upstream XS = 1 Deck/Roadway Width = 40 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 579 574 20 578.5 574.3 259 576.55 572.12 277 576.45 572 Upstream Bridge Cross Section Data Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 576.45 18 576.55 18 570.48 19 570.49 30 566.4 36 565.9 45 565.7 48 566.7 54 568.7 61 569 .9 98 563.16 112 557.65 117 557.57 139 558.41 170 557.16 180 563.57 218 564.1 232 563.62 235 565.65 246 569.42 256 572.75 256 578.5 270 578.961 277 579.04 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .015 30 .035 235 .015 Bank Sta: Left Right Coeff Contr. Expan. 30 235 .3 .5 Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord .37 294 578 573.17 300 578 573 Downstream Bridge Cross Section Data Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 6 578 6 571.69 7 571.58 15 566.3 68 566 72 565.12 88 564.4 120 559.9 134 557.6 152 557.8 158 559.3 166 561.66 213 564.8 219 565.22 244 573. .021 300 580.73 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 72 .035 244 .015 300 .035 Bank Sta: Left Right Coeff Contr. Expan. 68 219 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 13 577.79 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 2 Pier Data Pier Station Upstream= 102 Downstream= 135 Upstream num= 2 Width Elev Width Elev 3 560 3 576 Downstream num= 2 Width Elev Width Elev 3 560 3 576 Pier Data Pier Station Upstream= 172 Downstream= 205 Upstream num= 2 Width Elev Width Elev 3 560 3 576 Downstream num= 2 Width Elev Width Elev 3 560 3 576 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13893 INPUT Description: E SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 578 6 578 6 571.69 7 571.58 15 566.3 68 566 72 565.12 88 564.4 120 559.9 134 557.6 152 557.8 158 559.3 166 561.66 213 564.8 219 565.22 244 573.88 244 580 258 580.021 300 580.73 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 72 .035 244 .015 300 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 68 219 17 17 17 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 13 577.79 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13876 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 45 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .01 23 572.36 25571.1862 26570.9045 29 569.9 35568.2619 40567.5536 43566.6724 44566.2646 48565.7007 57564.9729 63564.4237 72563.6214 88562.6066 98561.6835 103561.2033 105560.1222 109558.6041 116557.6316 116 557.691 117557.5974 123 556.865 126557.0594 131557.3586 135558.5137 138559.5784 142560.6398 149561.8121 159562.8957 165563.3557 174 563.799 177563.9142 179564.2587 192565.5472 193565.8806 200568.0217 206570.1684 211572.0468 217 573.88 217 575.4 219 575.39 231580.0212 273 580.73 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 48 .035 200 .015 231 .015 273 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 44 193 48 53 48 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 287 273 577.79 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 13850 INPUT Description: Distance from Upstream XS = 1 Deck/Roadway Width = 45 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 580.7 575.4 14 579.8 575.4 250 578.4 574.01 275 578 574 Upstream Bridge Cross Section Data Station Elevation Data num= 45 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .01 23 572.36 25571.1862 26570.9045 29 569.9 35568.2619 40567.5536 43566.6724 44566.2646 48565.7007 57564.9729 63564.4237 72563.6214 88562.6066 98561.6835 103561.2033 105560.1222 109558.6041 116557.6316 116 557.691 117557.5974 123 556.865 126557.0594 131557.3586 135558.5137 138559.5784 142560.6398 149561.8121 159562.8957 165563.3557 174 563.799 177563.9142 179564.2587 192565.5472 193565.8806 200568.0217 206570.1684 211572.0468 217 573.88 217 575.4 219 575.39 231580.0212 273 580.73 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 48 .035 200 .015 231 .015 273 .035 Bank Sta: Left Right Coeff Contr. Expan. 44 193 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 287 273 577.79 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 579.5 575 300 577.5 574 Downstream Bridge Cross Section Data Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0577.4698 1577.4972 2577.5181 3577.5511 5576.8774 8575.4602 8575.4601 8 575.46 10574.6477 16573.0505 17573.1072 17571.4576 18571.2578 25569.0512 33 566.23 34566.0009 34566.0339 40565.4055 43565.0807 61563.6604 72563.0151 76562.7469 77562.6917 80562.5756 87562.2673 92 561.934 98561.3588 102 561.332 107559.6818 112558.2184 117555.8801 117 555.882 117555.8827 118555.7527 123555.4372 125555.5648 125555.5651 134556.4183 135556.6583 137 557.394 137557.3949 137557.3956 142558.1025 142558.1014 142558.1004 146558.5933 151559.5459 160561.0438 171562.7565 175563.4125 188565.1394 189565.2119 189565.2098 190565.6971 200569.4415 204570.9141 208571.9485 211573.0275 211574.4106 213574.4223 213574.4216 213574.4197 216575.4459 216 575.445 216575.2205 223577.9753 224578.5903 224578.5901 225578.9598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .015 34 .035 189 .015 Bank Sta: Left Right Coeff Contr. Expan. 34 189 .3 .5 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 2 Pier Data Pier Station Upstream= 113 Downstream= 73 Upstream num= 2 Width Elev Width Elev 3 560 3 575 Downstream num= 2 Width Elev Width Elev 3 560 3 575 Pier Data Pier Station Upstream= 184 Downstream= 142 Upstream num= 2 Width Elev Width Elev 3 560 3 575 Downstream num= 2 Width Elev Width Elev 3 560 3 575 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13823 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 69 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0577.4698 1577.4972 2577.5181 3577.5511 5576.8774 8575.4602 8575.4601 8 575.46 10574.6477 16573.0505 17573.1072 17571.4576 18571.2578 25569.0512 33 566.23 34566.0009 34566.0339 40565.4055 43565.0807 61563.6604 72563.0151 76562.7469 77562.6917 80562.5756 87562.2673 92 561.934 98561.3588 102 561.332 107559.6818 112558.2184 117555.8801 117 555.882 117555.8827 118555.7527 123555.4372 125555.5648 125555.5651 134556.4183 135556.6583 137 557.394 137557.3949 137557.3956 142558.1025 142558.1014 142558.1004 146558.5933 151559.5459 160561.0438 171562.7565 175563.4125 188565.1394 189565.2119 189565.2098 190565.6971 200569.4415 204570.9141 208571.9485 211573.0275 211574.4106 213574.4223 213574.4216 213574.4197 216575.4459 216 575.445 216575.2205 223577.9753 224578.5903 224578.5901 225578.9598 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .015 34 .035 189 .015 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 34 189 45 45 45 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13778 INPUT Description: SEP 2023 AS-BUILT SURVEY DS MAYHILL Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .3016 79 567.31 80567.2777 80 567.278 81567.2404 81567.2421 82567.2076 82567.2096 83567.1779 84567.1731 85567.1389 85567.1465 86567.1055 86567.1156 87567.0852 91 566.94 91 566.942 94566.8312 96566.7861 97 566.752 98566.7061 98 566.726 99566.6694 99566.6788 99566.6908 100566.6339 100566.6362 100566.6391 100566.6428 100566.6476 100566.6538 100 566.662 101566.6285 101566.6295 101566.6306 101566.6321 129 566.489 129566.4935 130566.4789 133566.3826 134 566.348 135566.3127 163565.2263 164565.1709 166565.0443 174564.3737 174564.3746 182562.9711 182563.1634 189561.1305 193559.4512 197556.1279 197556.1268 197 556.126 198557.0796 198555.9641 199554.6984 199557.0198 204554.5602 204554.5601 207555.0803 209555.3495 209555.3516 212 555.713 213556.2671 213556.2651 219556.9219 225 558.412 229 559.456 238562.0139 245564.1898 253565.6396 261566.5697 261566.5715 264566.7885 264566.7867 273566.9788 275 566.963 275566.9683 294566.7704 294566.7444 295566.8143 295566.7729 295566.7718 296 566.86 297566.9007 298566.9678 298566.9365 299567.0122 299566.9946 300567.0352 301567.0535 302 567.076 302567.0671 303567.0803 304567.0749 304 567.08 305567.0649 306567.0504 377 573 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 133 .035 275 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 133 275 41 41 41 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 79 F 306 377 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13737 INPUT Description: SEP 2023 existing section Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 573.37 13 572.98 25 571.1 42 568.32 70 567.11 147 567.49 170 567.41 194 565.52 229 563.32 235 555.25 244 555.17 250 554.49 267 565.41 285 567.44 324 568.14 370 568.47 380 573.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 170 .06 285 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 0 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 13158.3 INPUT Description: Xsection 32050 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 530 567.6 630 566.1 642 565.9 730 565.1 830 565.6 886 567. 918 553.7 924 552.2 930 553.6 935 556.8 952 566.2 1030 565.2 1130 566.8 1230 567.5 1330 569.8 1430 572.5 1810 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 886 .078 952 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 886 952 778.91 815.51 422.88 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 12342.79 INPUT Description: Xsection 31250 from C21COOP Aug '83 Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580 780 566.9 880 565.9 980 564.3 1000 563.1 1080 562.7 1180 562. 1240 549. .8 1280 560.9 1380 562.8 1480 563.9 1680 564.6 1780 565.4 1880 567.6 1980 570.6 2360 571 2530 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1221 .078 1262 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1221 1262 1471.95 1099.03 910.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 11243.77 INPUT Description: Xsection 30150 from C21COOP Aug '83 Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 571.9 1100 568.5 1200 565.9 1300 562.6 1400 560.5 1500 558.3 1600 558.9 1635 559 1641 552.7 1644 547.9 1647 548.6 1651 556.4 1667 560. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1500 .078 1667 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1635 1667 1387.56 2076.79 1677.52 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 9166.97 INPUT Description: Xsection 28200 from C21COOP Aug '83 Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 575 500 572.3 600 570.7 700 567.8 900 558.3 1000 554.8 1192 554.9 1215 542.1 1221 541.9 1226 542.2 1242 554.3 1300 555.5 1400 555.3 1500 555.3 1600 554.4 1700 554.8 1800 562 1900 564.9 2000 568.4 2450 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1192 .078 1242 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1192 1242 1245.47 1764.5 757.91 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 7402.47 INPUT Description: Xsection 26500 from C21COOPR Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 560 842 550.4 865 537.6 871 537.4 876 537.7 892 549. 2500 575 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 842 .078 892 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 842 892 859.36 1252.08 1109.89 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 6150.39 INPUT Description: Xsection 25500 from C21COOP Aug '83 Station Elevation Data num= 248 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 566.92 1.33 566.88 4.22 566.81 6.88 566.74 9.76 566.67 15.48 566.51 16.48 566.49 20.75 566.37 21.35 566.36 21.67 566.35 26.64 566.21 27.07 566.2 32.75 566.05 32.91 566.04 34.49 566 37.8 565.88 37.86 565.88 41.97 565.73 42.07 565.73 42.28 565.72 46.06 565.59 46.71 565.58 50.08 565.46 51.51 565.43 54.47 565.34 56.89 565.26 59.26 565.22 61.64 565.16 64.13 565.09 67.09 565.04 72.38 564.91 75.44 564.86 77.39 564.82 80.25 564.78 81.48 564.75 84.13 564.71 84.85 564.69 87.34 564.66 87.78 564.65 90.34 564.61 90.7 564.61 91.21 564.59 94.15 564.55 94.98 564.53 98.59 564.48 99.76 564.46 103.83 564.4 105.04 564.37 109.2 564.32 110.21 564.3 118.41 564.19 119 564.18 123.98 564.11 124.29 564.11 130.45 564.02 130.55 564.02 132.24 564 136.74 563.88 142.34 563.72 143.12 563.7 155.01 563.33 155.98 563.31 158.98 563.21 160.04 563.19 162.84 563.1 164.06 563.09 166.39 563.01 167.86 563 169.67 562.94 173.52 562.9 175.17 562.84 177.5 562.81 182.94 562.7 184.62 562.65 187.82 562.58 191.53 562.49 193.04 562.44 197.25 562.34 198.34 562.31 199.14 562.29 203.79 562.2 204.14 562.19 204.33 562.18 209.68 562.1 209.74 562.1 216.52 562 217.18 562 227.15 561.92 233.61 561.89 233.79 561.88 236.83 561.86 237.1 561.85 240.53 561.8 241.01 561.78 241.7 561.76 245.88 561.67 247 561.64 248.17 561.6 253.16 561.46 254.4 561.42 255.65 561.39 264.18 561.12 266.36 561.07 269.11 560.98 272.83 560.9 274.94 560.83 276.7 560.78 278.29 560.73 283.44 560.64 283.97 560.62 284.59 560.62 288.27 560.63 307.62 560.47 308.57 560.46 310.28 560.43 311.17 560.41 314.07 560.37 316.66 560.34 317.25 560.33 317.67 560.32 317.97 560.32 320.95 560.29 321.38 560.29 324.73 560.27 324.96 560.27 325.28 560.26 328.93 560.25 345 560 357.75 560 358.44 559.98 358.85 559.97 359.03 559.96 373.63 559.49 380.89 559.24 401.9 558.46 403.31 558.41 413.6 558 457.87 556 505.91 553.5 507.03 553.45 536.59 552 540.92 551.8 542.74 551.71 546.85 551.52 578.79 550 582.24 549.84 588.9 549.52 591.55 549.45 598 549. .7 780 534.9 786 534. .1 810.71 551.17 819.32 551.13 821.42 551.13 823.45 551.12 825.24 551.12 829.43 551.1 831.29 551.11 835.35 551.11 840.06 551.13 841.82 551.14 844.86 551.15 846.37 551.16 847.53 551.16 850.62 551.18 851.52 551.18 852.29 551.19 857.14 551.21 858.06 551.21 858.81 551.22 862.77 551.25 863.59 551.26 866.92 551.28 867.87 551.29 879.18 551.36 880.35 551.36 883.87 551.38 884.94 551.37 887.2 551.37 890.31 551.38 892.92 551.36 895.43 551.37 905.39 551.49 906.53 551.49 909.31 551.54 910.34 551.53 913.46 551.58 914.3 551.58 917.54 551.62 918.18 551.62 921.32 551.66 921.84 551.66 924.62 551.69 929.28 551.77 929.66 551.77 932.55 551.82 936.55 551.9 936.73 551.9 941.16 551.99 941.51 552 945.5 552.15 945.78 552.17 948.12 552.26 949.08 552.3 949.49 552.32 950.02 552.34 950.64 552.38 951.76 552.43 957.5 552.72 958.84 552.8 960.46 552.89 963.1 553.03 964.96 553.15 966.72 553.24 968.75 553.38 969.63 553.43 971.83 553.58 972.31 553.6 974.76 553.77 975.08 553.78 977.87 553.96 977.96 553.96 978.63 554 981.08 554.16 981.38 554.18 984.55 554.38 985.28 554.45 988.13 554.64 989.39 554.77 991.64 554.94 993.58 555.14 995.09 555.27 997.92 555.56 998.68 555.63 1002.41 556 1002.46 556 1005.93 556.45 1006.87 556.59 1009.04 556.88 1010.66 557.12 1012.68 557.41 1013.7 557.56 1016.65 558 1017.17 558.12 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 757 .078 807 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 757 807 664.99 944.4 888.33 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 5205.99 INPUT Description: Xsection 24550 from C21COOP Aug '83 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 569 1492 545.2 1516 532.2 1525 532.1 1531 532.3 1550 543. 2130 570 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1410 .078 1650 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1410 1650 820.95 939.05 889.56 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4266.94 INPUT Description: Xsection 23550 from C21COOP Aug '83 Station Elevation Data num= 94 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 553.7 3.1 553.53 5.24 553.4 8.26 553.21 12.66 552.96 20.87 552.42 22.69 552.31 26.57 552.06 26.8 552.04 27.52 552 27.6 552 30.14 551.83 33.42 551.62 35.55 551.48 39.6 551.22 43.23 550.98 48.53 550.64 50.7 550.49 57.13 550.09 57.42 550. .6 524 529.6 533 529.5 539 529.7 558 540.6 648 550 762.96 550 776.97 551.54 780.07 552 784.81 552.64 795.75 554 796.11 554.04 796.25 554.05 800.72 554.55 803.16 554.83 804.97 555.02 814.02 556 814.42 556.06 814.86 556.12 820.65 557.01 826.78 558 828.62 558.35 836.96 560 852.93 561.79 854.88 562 860.53 563.07 865.78 564 871.85 564.76 876.54 565.21 879.72 565.57 884.87 566 890.57 566 904.63 566.21 907.99 566.15 911.45 566.07 911.57 566.07 914.11 566 914.97 565.98 918.23 565.91 919.36 565.92 927.34 565.82 927.72 565.82 929.86 565.77 933.86 565.71 934.69 565.68 938.23 565.61 939.34 565.57 942.58 565.5 946.91 565.39 947.9 565.36 950.95 565.29 951.71 565.26 953.2 565.22 954.31 565.18 957.11 565.11 958.69 565.06 961.01 565 965.02 564.89 966.38 564.85 967.46 564.83 970.36 564.74 972.11 564.7 975.77 564.6 976.78 564.57 978.04 564.54 987.88 564.28 992.7 564.16 993.14 564.15 996.05 564.07 998.08 564.02 998.14 564.02 999.06 564 999.19 564 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 500 .078 558 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 500 558 590.19 810.66 782.02 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 3456.28 INPUT Description: Xsection 22700 from C21COOP Aug '83 Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 546.9 1200 541.2 1300 540.3 1400 540.9 1442 540.3 1466 527.3 1475 527.2 1481 527.4 1500 538.3 .8 2300 565 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 1300 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1442 1500 1750.68 1843.28 1030.4 .1 .3 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 1613.00 INPUT Description: Xsection 20880 from C21COOPR Aug '83 Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 560 220 549.2 320 541.9 420 536.9 520 535.6 532 534.8 549 526.4 556 525.3 564 526. .2 720 537.2 820 537.2 920 542.7 1020 548.4 1210 560 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 420 .078 574 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 532 574 503.43 754.23 829.47 .3 .5 CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 858.77 INPUT Description: Xsection 20180 from C21COOP Aug '83 --------- Upstream Bridge1 Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541. .1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531. .8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 512 551 31.14 30.35 27.74 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F BRIDGE RIVER: Cooper Creek REACH: Reach1 RS: 838 INPUT Description: effective Bridge 1 Distance from Upstream XS = .01 Deck/Roadway Width = 19.98 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 546 70 545 519.5 170 541.2 519.5 270 538 519.5 370 536.5 519.5 470 535.5 519.5 512 535.29 519.5 512 535.29 534.8 551 535.095 534.8 551 535.095 519.5 570 535 519.5 626 536.9 519.5 658 537.5 519.5 670 537.5 519.5 770 537.2 519.5 870 538.1 519.5 970 539.7 519.5 1340 550 519.5 Upstream Bridge Cross Section Data Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 544.16 63.08 542.31 70 541. .1 370 534.7 512 533.8 519 525.7 533 521.8 544 525.6 551 531. .8 670 536.2 687 537.1 770 537.9 870 540.1 1125.56 544.42 1127.82 544.47 1135.24 544.67 1156.75 545.16 1158.77 545.19 1166.31 545.29 1193.03 545.8 1193.13 545.8 1195.9 545.87 1199.49 545.95 1201.51 546 1216.27 546.57 1220.97 546.74 1224.21 546.84 1225.85 546.9 1241.45 547.39 1250.99 547.72 1251.81 547.75 1252.59 547.77 1259.26 548 1262.05 548.16 1268.14 548.52 1268.84 548.56 1269.48 548.6 1270.78 548.67 1273.13 548.81 1276.44 548.98 1281.96 549.3 1285.87 549.47 1287.2 549.54 1288.95 549.62 1289.84 549.65 1293.2 549.78 1293.85 549.8 1300.01 550 1301.03 550.03 1301.11 550.03 1305.85 550.19 1306.25 550.21 1310.84 550.38 1311.51 550.42 1318.66 550.7 1319.74 550.76 1322.11 550.85 1323.65 550.93 1325.47 551 1327.48 551.11 1328.88 551.16 1334.08 551.51 1338.15 551.84 1338.45 551.85 1340.19 552 1344.63 552.26 1345.56 552.3 1346.77 552.36 1367.32 553.27 1369.39 553.39 1370.85 553.4 1373.12 553.56 1376.5 553.79 1377.02 553.8 1380.11 554 1382.54 554.23 1388.15 554.7 1390.59 554.93 1395.55 555.32 1398.88 555.54 1399.45 555.59 1399.64 555.6 1399.9 555.62 1403.36 555.79 1403.62 555.81 1406.48 555.96 1406.92 556 1407.06 556 1409.01 556.15 1409.49 556.22 1411.41 556.43 1424.04 558 1424.16 558 1424.48 558.03 1427.67 558.2 1427.96 558.22 1431.59 558.4 1431.91 558.42 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 512 .078 583 .11 Bank Sta: Left Right Coeff Contr. Expan. 512 551 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 512 535 F 551 1431.91 535 F Downstream Deck/Roadway Coordinates num= 18 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 546 395 545 519.5 495 541.2 519.5 595 538 519.5 673 536.83 519.5 673 536.83 534.8 695 536.5 534.8 720 536.25 534.8 720 536.25 519.5 795 535.5 519.5 895 535 519.5 951 536.9 519.5 983 537.5 519.5 995 537.5 519.5 1095 537.2 519.5 1195 538.1 519.5 1295 539.7 519.5 1665 550 519.5 Downstream Bridge Cross Section Data Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Coeff Contr. Expan. 673 720 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 531 Downstream= 731.5 Upstream num= 2 Width Elev Width Elev 1 521.8 1 534.8 Downstream num= 2 Width Elev Width Elev 1 519.5 1 534.8 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 828.42 INPUT Description: Xsection 21060 from C21COOP Aug '83 ------- DS Bridge 1 Station Elevation Data num= 83 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 542.56 .27 542.54 1 542.51 1.34 542.5 2.09 542.48 2.9 542.41 4.93 542.35 5.61 542.3 9.47 542.2 9.88 542.18 15.09 542.06 15.2 542.05 15.29 542.05 20.43 541.95 20.53 541.95 24.58 541.87 24.8 541.87 28.01 541.82 28.54 541.8 31.49 541.74 31.81 541.72 32.16 541.71 35.21 541.61 35.7 541.59 38.85 541.48 39.59 541.44 40.63 541.38 43.92 541.26 45.41 541.18 48.56 541.08 50.51 540.98 53.03 540.9 55.41 540.79 57.03 540.74 59.67 540.64 60.43 540.61 63.1 540.52 63.37 540.51 63.43 540.5 65.84 540.42 66.18 540.4 66.58 540.37 68.57 540.31 69.1 540.28 70.69 540.23 72.06 540.2 73.82 540.17 74.18 540.15 77.01 540.13 77.26 540.11 81.64 540.1 81.8 540.09 87.02 540.08 91.86 540. .1 495 533.5 595 533.1 673 533.6 681 525.3 695 519.5 709 525.4 720 531.3 795 533.6 895 535.3 1050 540 1055.04 542 1055.79 542 1056.8 542.04 1062.47 542.18 1067.72 542.32 1072.39 542.43 1074.02 542.51 1083.8 542.78 1086.42 542.91 1088.44 542.98 1092.02 543.15 1093.72 543.21 1098.27 543.42 1099.63 543.47 1104.84 543.7 1105.66 543.74 1110.84 543.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 673 .078 795 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 673 720 813.89 824.14 878.34 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 673 535 F 720 1110.84 535 F CROSS SECTION RIVER: Cooper Creek REACH: Reach1 RS: 4.23 INPUT Description: Xsection 19000 from C21COOP Aug '83 Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 540 440 534.9 540 531.9 640 531.1 740 531.1 768 529. .7 1040 527.8 1102 526.3 1108 521.7 1113 520.6 1118 521.8 1123 526.2 1140 526.8 1240 528. . Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .11 740 .078 1500 .11 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1040 1140 91.97 16.68 36.35 .1 .3 SUMMARY OF MANNING'S N VALUES River:Cooper Creek Reach River Sta. n1 n2 n3 n4 n5 n6 n7 n8 n9 n10 n11 n12 Reach1 36789.82 .05 .035 .05 Reach1 36417.31 .05 .035 .05 Reach1 36076.18 .05 .035 .05 Reach1 35576.95 .05 .035 .05 Reach1 35531.24 .05 .035 .05 Reach1 35510 Culvert Reach1 35492.17 .05 .035 .05 Reach1 34816.55 .078 .037 .078 Reach1 33841.53 .078 .037 .078 Reach1 33813.63 .078 .037 .078 Reach1 33813 Inl Struct Reach1 33812.88 .078 .037 .078 Reach1 33758.79 .078 .037 .078 Reach1 33125.66 .078 .037 .078 Reach1 32079.78 .078 .037 .078 Reach1 32045.85 .078 .037 .078 Reach1 32020 Culvert Reach1 31992.36 .079 .042 .079 Reach1 31281.2 .079 .042 .079 Reach1 30391.02 .079 .042 .079 Reach1 30339.09 .079 .042 .079 Reach1 30315 Bridge Reach1 30242.84 .079 .042 .079 Reach1 29853.37 .079 .042 .079 Reach1 29237.29 .093 .047 .093 Reach1 28223.67 .093 .047 .093 Reach1 28170.27 .093 .047 .093 Reach1 28145 Culvert Reach1 28117.26 .093 .047 .093 Reach1 27221.49 .048 .058 .048 Reach1 26191.66 .048 .058 .048 Reach1 26141.04 .048 .058 .048 Reach1 26118 Culvert Reach1 26097.11 .048 .058 .048 Reach1 24854.98 .077 .047 .077 Reach1 24146.55 .077 .047 .077 Reach1 24130 Culvert Reach1 24099.6 .077 .047 .077 Reach1 24005.85 .077 .047 .077 Reach1 22889.88 .078 .05 .078 Reach1 22842.67 .078 .05 .078 Reach1 22817 Culvert Reach1 22793.56 .078 .05 .078 Reach1 22493.9 .078 .05 .078 Reach1 21594.3 .078 .05 .078 Reach1 20540.43 .078 .05 .078 Reach1 19140.02 .078 .05 .078 Reach1 19078.49 .11 .078 .11 Reach1 19058 Culvert Reach1 19042.91 .11 .078 .11 Reach1 18997.21 .11 .078 .11 Reach1 18975 Bridge Reach1 18967.14 .11 .078 .11 Reach1 18596.96 .11 .078 .11 Reach1 18523.65 .11 .078 .11 Reach1 18234.52 .11 .078 .11 Reach1 17743.03 .11 .078 .11 Reach1 17633 Culvert Reach1 17512.92 .11 .078 .11 Reach1 17500 .05 .035 .05 Reach1 17400 .05 .035 .05 Reach1 17300 .05 .035 .05 Reach1 17260 Culvert Reach1 17210 .05 .015 .05 Reach1 17020 .04 .12 .06 .12 .05 .04 Reach1 14598.35 .12 .05 .12 .05 .12 .05 .12 .05 Reach1 14550 .12 .06 .05 .12 .06 .12 .05 .12 Reach1 14500 .12 .05 .12 .05 .12 .05 Reach1 14400 .12 .12 .05 .05 .013 .013 .05 .05 .12 .12 .05 .05 Reach1 14300 .05 .12 .078 .05 Reach1 14200 .05 .12 .05 .12 Reach1 14150 .05 .12 .05 .12 Reach1 14100 .05 .12 .05 .12 Reach1 14075 .05 .12 .06 .12 Reach1 14037 .12 .05 .035 .12 Reach1 13971 .015 .035 .015 Reach1 13900 Bridge Reach1 13893 .05 .035 .015 .035 Reach1 13876 .05 .035 .015 .015 .035 Reach1 13850 Bridge Reach1 13823 .015 .035 .015 Reach1 13778 .05 .035 .05 Reach1 13737 .05 .06 .05 Reach1 13158.3 .11 .078 .11 Reach1 12342.79 .11 .078 .11 Reach1 11243.77 .11 .078 .11 Reach1 9166.97 .11 .078 .11 Reach1 7402.47 .11 .078 .11 Reach1 6150.39 .11 .078 .11 Reach1 5205.99 .11 .078 .11 Reach1 4266.94 .11 .078 .11 Reach1 3456.28 .11 .078 .11 Reach1 1613.00 .11 .078 .11 Reach1 858.77 .11 .078 .11 Reach1 838 Bridge Reach1 828.42 .11 .078 .11 Reach1 4.23 .11 .078 .11 SUMMARY OF REACH LENGTHS River: Cooper Creek Reach River Sta. Left Channel Right Reach1 36789.82 327.56 372.5 372.69 Reach1 36417.31 325.72 341.13 342.39 Reach1 36076.18 462.47 499.23 454.37 Reach1 35576.95 45.49 45.71 45.55 Reach1 35531.24 23.83 39.07 24.96 Reach1 35510 Culvert Reach1 35492.17 676 675.62 572.78 Reach1 34816.55 850.79 909 926.86 Reach1 33841.53 67.37 27.9 24.26 Reach1 33813.63 1 1 1 Reach1 33813 Inl Struct Reach1 33812.88 18.05 54.08 64.88 Reach1 33758.79 585.22 633.14 617.74 Reach1 33125.66 949.81 1045.88 929.74 Reach1 32079.78 51.71 33.93 86.3 Reach1 32045.85 17.79 53.49 1.35 Reach1 32020 Culvert Reach1 31992.36 634.26 711.16 512.24 Reach1 31281.2 1036.43 890.18 940.88 Reach1 30391.02 232.82 51.93 52 Reach1 30339.09 96 96.25 97 Reach1 30315 Bridge Reach1 30242.84 389 389 289 Reach1 29853.37 836.61 616.07 554.61 Reach1 29237.29 825.52 1013.62 1026.54 Reach1 28223.67 61.31 53.4 65.86 Reach1 28170.27 8.84 53.02 2.81 Reach1 28145 Culvert Reach1 28117.26 732.49 895.77 1050.69 Reach1 27221.49 920.48 1029.82 923.33 Reach1 26191.66 65.29 50.62 57.88 Reach1 26141.04 3.51 43.93 1.56 Reach1 26118 Culvert Reach1 26097.11 1217.18 1242.13 1039.66 Reach1 24854.98 453.38 708.43 636.33 Reach1 24146.55 16.61 46.9 82.04 Reach1 24130 Culvert Reach1 24099.6 33.22 93.8 164.08 Reach1 24005.85 7100.31 1115.97 1016.31 Reach1 22889.88 55.89 47.2 63.68 Reach1 22842.67 8.15 49.11 1.36 Reach1 22817 Culvert Reach1 22793.56 326.46 299.67 310.92 Reach1 22493.9 990.15 899.6 792.96 Reach1 21594.3 1077.2 1053.87 692.52 Reach1 20540.43 1174.67 1400.41 1266.92 Reach1 19140.02 75.05 61.53 118.11 Reach1 19078.49 22.03 35.58 17.24 Reach1 19058 Culvert Reach1 19042.91 56.78 45.71 30.61 Reach1 18997.21 29.55 30.06 27.88 Reach1 18975 Bridge Reach1 18967.14 64.74 370.18 603.82 Reach1 18596.96 19.72 73.31 220.7 Reach1 18523.65 141.26 289.13 253.85 Reach1 18234.52 999.26 491.49 234.57 Reach1 17743.03 201.26 230.1 336.42 Reach1 17633 Culvert Reach1 17512.92 60 110 120 Reach1 17500 100 100 100 Reach1 Reach1 17300 90 90 90 Reach1 17260 Culvert Reach1 17210 90 90 90 Reach1 Reach1 14598.35 50 50 50 Reach1 Reach1 14500 209 187 2 Reach1 Reach1 Reach1 14200 80 580 500 Reach1 Reach1 Reach1 14075 137 97 109 Reach1 14037 25 66 25 Reach1 13971 78 78 40 Reach1 13900 Bridge Reach1 13893 17 17 17 Reach1 13876 48 53 48 Reach1 13850 Bridge Reach1 13823 45 45 45 Reach1 13778 41 41 41 Reach1 Reach1 13158.3 778.91 815.51 422.88 Reach1 12342.79 1471.95 1099.03 910.91 Reach1 11243.77 1387.56 2076.79 1677.52 Reach1 9166.97 1245.47 1764.5 757.91 Reach1 7402.47 859.36 1252.08 1109.89 Reach1 6150.39 664.99 944.4 888.33 Reach1 5205.99 820.95 939.05 889.56 Reach1 4266.94 590.19 810.66 782.02 Reach1 3456.28 1750.68 1843.28 1030.4 Reach1 1613.00 503.43 754.23 829.47 Reach1 858.77 31.14 30.35 27.74 Reach1 838 Bridge Reach1 828.42 813.89 824.14 878.34 Reach1 4.23 91.97 16.68 36.35 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Cooper Creek Reach River Sta. Contr. Expan. Reach1 36789.82 .1 .3 Reach1 36417.31 .1 .3 Reach1 36076.18 .1 .3 Reach1 35576.95 .3 .5 Reach1 35531.24 .3 .5 Reach1 35510 Culvert Reach1 35492.17 .3 .5 Reach1 34816.55 .3 .5 Reach1 33841.53 .3 .5 Reach1 33813.63 .3 .5 Reach1 33813 Inl Struct Reach1 33812.88 .3 .5 Reach1 33758.79 .1 .3 Reach1 33125.66 .1 .3 Reach1 32079.78 .3 .5 Reach1 32045.85 .3 .5 Reach1 32020 Culvert Reach1 31992.36 .3 .5 Reach1 31281.2 .1 .3 Reach1 30391.02 .3 .5 Reach1 30339.09 .3 .5 Reach1 30315 Bridge Reach1 30242.84 .3 .5 Reach1 29853.37 .1 .3 Reach1 29237.29 .1 .3 Reach1 28223.67 .1 .3 Reach1 28170.27 .1 .3 Reach1 28145 Culvert Reach1 28117.26 .1 .3 Reach1 27221.49 .2 .4 Reach1 26191.66 .1 .3 Reach1 26141.04 .1 .3 Reach1 26118 Culvert Reach1 26097.11 .1 .3 Reach1 24854.98 .1 .3 Reach1 24146.55 .3 .5 Reach1 24130 Culvert Reach1 24099.6 .3 .5 Reach1 24005.85 .1 .3 Reach1 22889.88 .3 .5 Reach1 22842.67 .3 .5 Reach1 22817 Culvert Reach1 22793.56 .3 .5 Reach1 22493.9 .1 .3 Reach1 21594.3 .1 .3 Reach1 20540.43 .1 .3 Reach1 19140.02 .3 .5 Reach1 19078.49 .3 .5 Reach1 19058 Culvert Reach1 19042.91 .3 .5 Reach1 18997.21 .1 .3 Reach1 18975 Bridge Reach1 18967.14 .1 .3 Reach1 18596.96 .1 .3 Reach1 18523.65 .1 .3 Reach1 18234.52 .1 .3 Reach1 17743.03 .3 .5 Reach1 17633 Culvert Reach1 17512.92 .3 .5 Reach1 17500 .1 .3 Reach1 17400 .3 .5 Reach1 17300 .3 .5 Reach1 17260 Culvert Reach1 17210 .3 .5 Reach1 17020 .1 .3 Reach1 14598.35 .1 .3 Reach1 14550 .1 .3 Reach1 14500 .1 .3 Reach1 14400 .1 .3 Reach1 14300 .1 .3 Reach1 14200 .1 .3 Reach1 14150 .1 .3 Reach1 14100 .1 .3 Reach1 14075 .3 .5 Reach1 14037 .3 .5 Reach1 13971 .3 .5 Reach1 13900 Bridge Reach1 13893 .3 .5 Reach1 13876 .3 .5 Reach1 13850 Bridge Reach1 13823 .3 .5 Reach1 13778 .3 .5 Reach1 13737 .1 0 Reach1 13158.3 .1 .3 Reach1 12342.79 .1 .3 Reach1 11243.77 .1 .3 Reach1 9166.97 .1 .3 Reach1 7402.47 .1 .3 Reach1 6150.39 .1 .3 Reach1 5205.99 .1 .3 Reach1 4266.94 .1 .3 Reach1 3456.28 .1 .3 Reach1 1613.00 .3 .5 Reach1 858.77 .3 .5 Reach1 838 Bridge Reach1 828.42 .3 .5 Reach1 4.23 .1 .3 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/11 Post Project Summary - Floodway.pdf RAS HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 100 YR 151.00 659.67 661.94 662.26 0.010282 4.54 33.23 30.28 0.76 Reach1 36789.82 T FLODWAY 151.00 659.67 661.71 661.71 662.21 0.018838 5.70 26.48 27.02 1.02 Reach1 36417.31 100 YR 151.00 657.51 660.38 660.50 0.002565 2.82 53.49 34.60 0.40 Reach1 36417.31 FLODWAY 151.00 657.51 661.10 661.15 0.000836 1.87 80.79 41.51 0.24 Reach1 36076.18 100 YR 151.00 655.35 660.34 660.35 0.000128 0.92 165.02 61.67 0.10 Reach1 36076.18 FLODWAY 151.00 655.35 661.08 661.09 0.000061 0.71 212.03 65.85 0.07 Reach1 35576.95 100 YR 838.00 653.77 659.96 660.09 0.000776 2.92 322.28 146.86 0.26 Reach1 35576.95 FLODWAY 838.00 653.77 660.83 660.93 0.000488 2.56 327.52 68.25 0.21 Reach1 35531.24 100 YR 838.00 653.90 659.58 656.82 659.96 0.001362 4.99 168.09 134.05 0.37 Reach1 35531.24 FLODWAY 838.00 653.90 660.85 656.82 660.88 0.000140 1.29 650.80 157.57 0.11 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 100 YR 838.00 653.76 657.36 656.68 658.32 0.006216 7.87 106.53 94.92 0.73 Reach1 35492.17 FLODWAY 838.00 653.76 658.28 656.68 658.89 0.004163 6.27 133.68 29.57 0.52 Reach1 34816.55 S 100 YR 838.00 646.58 651.89 651.89 652.68 0.011817 10.28 215.10 134.65 0.82 Reach1 34816.55 S FLODWAY 838.00 646.58 651.99 651.99 653.55 0.017631 12.72 116.85 35.48 1.01 Reach1 33841.53 100 YR 838.00 639.94 647.34 647.38 0.000158 1.86 721.25 175.39 0.12 Reach1 33841.53 FLODWAY 838.00 639.94 647.33 647.39 0.000209 2.14 479.58 73.73 0.14 Reach1 33813.63 100 YR 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 FLODWAY 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813 Inl Struct Reach1 33812.88 100 YR 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 FLODWAY 838.00 639.96 644.17 644.38 0.001802 3.66 228.93 71.47 0.36 Reach1 33758.79 100 YR 838.00 640.00 643.90 644.17 0.003064 4.19 200.19 76.89 0.46 Reach1 33758.79 FLODWAY 838.00 640.00 643.99 644.24 0.002794 4.05 206.78 77.79 0.44 Reach1 33125.66 R 100 YR 838.00 637.01 642.96 643.10 0.001021 2.98 281.00 78.22 0.28 Reach1 33125.66 R FLODWAY 838.00 637.01 643.18 643.30 0.000866 2.81 298.30 80.24 0.26 Reach1 32079.78 100 YR 2922.00 632.07 640.77 641.19 0.002195 5.29 590.48 191.02 0.43 Reach1 32079.78 FLODWAY 2922.00 632.07 641.26 641.65 0.001905 4.98 586.40 117.63 0.39 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 32045.85 100 YR 2922.00 630.85 640.91 638.01 641.00 0.000296 2.33 1459.36 540.09 0.16 Reach1 32045.85 FLODWAY 2922.00 630.85 641.40 638.01 641.47 0.000246 2.21 1323.93 197.41 0.15 Reach1 32020 Stuart Road Culvert Reach1 31992.36 100 YR 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.71 146.16 0.38 Reach1 31992.36 FLODWAY 2922.00 630.83 638.45 638.01 638.76 0.002239 4.50 648.68 145.94 0.38 Reach1 31281.2 Q 100 YR 2922.00 628.78 635.28 636.02 0.007289 6.93 433.89 169.96 0.65 Reach1 31281.2 Q FLODWAY 2922.00 628.78 635.46 636.14 0.006372 6.62 441.32 120.68 0.61 Reach1 30391.02 P 100 YR 2922.00 626.22 634.57 631.17 634.65 0.000530 2.33 1683.69 767.04 0.19 Reach1 30391.02 P FLODWAY 2922.00 626.22 634.58 631.17 634.68 0.000623 2.52 1157.78 237.43 0.20 Reach1 30339.09 100 YR 2922.00 624.60 634.40 630.26 634.57 0.000768 3.85 1735.83 888.48 0.24 Reach1 30339.09 FLODWAY 2922.00 624.60 633.98 630.29 634.50 0.002166 5.74 508.74 67.58 0.37 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 100 YR 2922.00 624.60 630.58 630.38 632.67 0.013682 11.58 252.39 487.96 0.94 Reach1 30242.84 FLODWAY 2922.00 624.60 630.73 630.38 632.69 0.012392 11.24 260.00 67.11 0.89 Reach1 29853.37 O 100 YR 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O FLODWAY 2922.00 621.00 628.07 628.99 0.005789 7.67 380.92 72.38 0.59 Reach1 29237.29 100 YR 2922.00 615.14 624.92 625.49 0.004254 6.29 660.70 349.08 0.47 Reach1 29237.29 FLODWAY 2922.00 615.14 625.28 625.91 0.004137 6.37 458.69 79.30 0.47 Reach1 28223.67 N 100 YR 2922.00 611.45 621.16 621.60 0.003516 5.59 743.23 324.14 0.43 Reach1 28223.67 N FLODWAY 2922.00 611.45 622.14 622.56 0.002612 5.21 560.31 91.85 0.37 Reach1 28170.27 100 YR 2922.00 611.84 621.23 617.86 621.42 0.001161 3.53 1031.50 473.62 0.25 Reach1 28170.27 FLODWAY 2922.00 611.84 622.26 617.87 622.41 0.000749 3.10 945.29 140.89 0.21 Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 100 YR 2922.00 611.67 617.70 617.70 620.72 0.017714 13.94 209.63 98.06 1.00 Reach1 28117.26 FLODWAY 2922.00 611.67 617.72 617.72 620.72 0.017547 13.90 210.23 98.24 1.00 Reach1 27221.49 100 YR 2922.00 606.23 615.61 616.05 0.013488 5.34 547.16 224.70 0.60 Reach1 27221.49 FLODWAY 2922.00 606.23 615.86 616.22 0.009887 4.84 603.57 225.91 0.52 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 26191.66 M 100 YR 4800.00 600.60 612.72 612.92 0.001684 3.72 1351.45 253.19 0.25 Reach1 26191.66 M FLODWAY 4800.00 600.60 613.66 613.85 0.001285 3.45 1391.37 180.82 0.22 Reach1 26141.04 100 YR 4800.00 601.26 612.66 609.81 612.84 0.001284 3.55 1598.70 500.46 0.23 Reach1 26141.04 FLODWAY 4800.00 601.26 613.59 609.79 613.78 0.001138 3.53 1361.51 158.01 0.21 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 100 YR 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.57 221.32 0.36 Reach1 26097.11 FLODWAY 4800.00 601.09 611.28 610.00 611.62 0.002822 4.68 1025.52 157.82 0.32 Reach1 24854.98 L 100 YR 4800.00 591.98 604.35 605.45 0.006171 9.17 728.11 174.70 0.58 Reach1 24854.98 L FLODWAY 4800.00 591.98 604.73 606.17 0.007449 9.90 536.54 78.44 0.62 Reach1 24146.55 100 YR 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.85 352.19 0.33 Reach1 24146.55 FLODWAY 4800.00 590.95 603.03 596.89 603.55 0.001864 5.82 835.13 87.47 0.31 Reach1 24130 Burning Tree Lan Culvert Reach1 24099.6 100 YR 4800.00 590.74 602.19 597.34 602.69 0.001942 5.69 918.47 346.61 0.32 Reach1 24099.6 FLODWAY 4800.00 590.74 602.37 597.34 602.86 0.001865 5.63 853.18 87.47 0.32 Reach1 24005.85 100 YR 4800.00 590.32 602.05 602.48 0.001892 5.27 1031.42 401.66 0.33 Reach1 24005.85 FLODWAY 4800.00 590.32 602.23 602.66 0.001837 5.22 919.97 116.51 0.33 Reach1 22889.88 K 100 YR 5738.00 585.44 599.44 599.97 0.002302 5.94 1067.22 200.32 0.35 Reach1 22889.88 K FLODWAY 5738.00 585.44 599.86 600.38 0.002211 5.81 986.93 107.36 0.34 Reach1 22842.67 100 YR 5738.00 585.07 599.59 591.41 599.74 0.000492 3.06 2013.60 401.19 0.17 Reach1 22842.67 FLODWAY 5738.00 585.07 600.01 591.42 600.15 0.000449 2.97 1930.55 182.09 0.16 Reach1 22817 Old North Road Culvert Reach1 22793.56 100 YR 5738.00 584.07 598.06 590.31 598.23 0.000655 3.37 1702.29 197.97 0.19 Reach1 22793.56 FLODWAY 5738.00 584.07 598.34 590.31 598.51 0.000600 3.27 1752.61 180.01 0.18 Reach1 22493.9 100 YR 5738.00 584.90 596.01 597.39 0.008315 9.45 618.63 114.77 0.64 Reach1 22493.9 FLODWAY 5738.00 584.90 596.62 597.79 0.006583 8.68 661.37 92.00 0.57 Reach1 21594.3 100 YR 5738.00 581.03 593.15 593.56 0.002292 5.39 1369.21 328.80 0.35 Reach1 21594.3 FLODWAY 5738.00 581.03 593.49 594.01 0.002659 5.79 990.69 126.33 0.36 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 20540.43 J 100 YR 5738.00 576.71 590.64 591.03 0.002574 5.04 1216.05 303.14 0.35 Reach1 20540.43 J FLODWAY 5738.00 576.71 591.05 591.40 0.002222 4.79 1197.20 180.24 0.33 Reach1 19140.02 100 YR 5738.00 573.64 588.49 588.68 0.001199 4.68 2392.96 511.36 0.25 Reach1 19140.02 FLODWAY 5738.00 573.64 588.79 589.04 0.001374 5.10 1887.93 304.84 0.27 Reach1 19078.49 100 YR 5738.00 575.02 588.31 585.82 588.53 0.003260 4.79 2188.83 583.41 0.27 Reach1 19078.49 FLODWAY 5738.00 575.02 588.55 585.75 588.86 0.003990 5.38 1667.83 324.93 0.30 Reach1 19058 Mingo Road Culvert Reach1 19042.91 100 YR 5738.00 574.10 588.21 583.66 588.44 0.003179 4.83 2162.64 577.95 0.27 Reach1 19042.91 FLODWAY 5738.00 574.10 588.44 583.66 588.76 0.003809 5.36 1669.53 324.94 0.29 Reach1 18997.21 100 YR 7007.00 571.93 588.27 581.90 588.31 0.000343 1.91 5832.12 887.16 0.09 Reach1 18997.21 FLODWAY 7007.00 571.93 588.45 581.90 588.60 0.000947 3.02 2321.96 179.73 0.15 Reach1 18975 Mingo RR Bridge Reach1 18967.14 100 YR 7007.00 571.93 586.15 581.90 587.12 0.007923 7.91 886.22 810.59 0.44 Reach1 18967.14 FLODWAY 7007.00 571.93 586.62 581.90 587.51 0.006815 7.56 927.17 179.73 0.41 Reach1 18596.96 I 100 YR 7007.00 568.25 584.50 584.79 0.003997 5.40 2427.93 671.38 0.30 Reach1 18596.96 I FLODWAY 7007.00 568.25 584.73 585.12 0.004733 5.96 1813.23 334.19 0.33 Reach1 18523.65 100 YR 7007.00 569.71 582.29 583.94 0.019398 10.31 679.60 82.89 0.63 Reach1 18523.65 FLODWAY 7007.00 569.71 582.81 584.27 0.016279 9.69 723.31 84.81 0.58 Reach1 18234.52 100 YR 7007.00 570.55 581.80 581.98 0.003034 4.27 2313.54 383.28 0.26 Reach1 18234.52 FLODWAY 7007.00 570.55 582.04 582.26 0.003574 4.61 1941.53 238.21 0.27 Reach1 17743.03 100 YR 7270.00 567.37 580.02 572.18 580.37 0.002076 4.71 1542.46 248.14 0.23 Reach1 17743.03 FLODWAY 7270.00 567.37 580.31 572.18 580.64 0.001928 4.61 1577.24 205.40 0.23 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 100 YR 7270.00 565.80 578.89 570.59 579.21 0.001852 4.55 1596.77 470.10 0.22 Reach1 17512.92 FLODWAY 7270.00 565.80 579.16 570.59 579.47 0.001987 4.46 1629.65 124.00 0.22 Reach1 17500 100 YR 7270.00 566.69 578.77 573.20 579.09 0.000714 4.47 1625.08 205.50 0.28 Reach1 17500 FLODWAY 7270.00 566.69 579.05 573.21 579.34 0.000645 4.32 1681.83 205.49 0.27 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 17400 100 YR 7270.00 565.45 578.62 573.33 579.00 0.000892 4.93 1475.29 187.91 0.31 Reach1 17400 FLODWAY 7270.00 565.45 578.91 573.33 579.26 0.000805 4.75 1530.63 190.70 0.30 Reach1 17300 100 YR 7270.00 564.86 578.10 571.88 578.80 0.001058 6.97 1174.11 135.22 0.34 Reach1 17300 FLODWAY 7270.00 564.86 578.13 571.82 579.00 0.001509 7.49 970.68 75.00 0.37 Reach1 17260 Culvert Reach1 17210 100 YR 7270.00 564.86 577.23 577.95 0.000288 6.80 1069.41 128.21 0.40 Reach1 17210 FLODWAY 7270.00 564.86 577.43 578.41 0.000327 7.92 918.38 75.00 0.40 Reach1 17020 100 YR 7270.00 565.37 577.29 577.76 0.004240 4.22 1406.41 318.81 0.26 Reach1 17020 FLODWAY 7270.00 565.37 577.56 578.12 0.004888 4.63 1274.27 211.13 0.28 Reach1 14598.35 100 YR 9068.00 563.12 576.67 571.49 576.91 0.002792 3.96 2321.82 528.28 0.25 Reach1 14598.35 FLODWAY 9068.00 563.12 577.05 571.48 577.26 0.002409 3.72 2439.87 455.02 0.23 Reach1 14550 100 YR 9068.00 562.58 576.52 576.77 0.002673 4.06 2366.02 670.89 0.22 Reach1 14550 FLODWAY 9068.00 562.58 576.89 577.13 0.002635 3.34 2313.46 462.00 0.18 Reach1 14500 100 YR 9068.00 563.63 576.10 572.18 576.24 0.003130 2.97 3086.09 640.07 0.23 Reach1 14500 FLODWAY 9068.00 563.63 576.53 572.17 576.66 0.002497 2.59 3165.85 564.48 0.22 Reach1 14400 100 YR 9068.00 564.05 576.12 576.22 0.000226 1.00 3792.79 758.85 0.06 Reach1 14400 FLODWAY 9068.00 564.05 576.54 576.64 0.000180 0.90 3870.29 617.00 0.06 Reach1 14300 100 YR 9068.00 559.18 575.84 576.02 0.002110 3.20 2729.45 574.67 0.19 Reach1 14300 FLODWAY 9068.00 559.18 576.25 576.46 0.002268 3.43 2557.73 478.80 0.20 Reach1 14200 100 YR 9068.00 560.10 575.44 570.68 575.55 0.001402 3.74 3747.39 649.43 0.21 Reach1 14200 FLODWAY 9068.00 560.10 575.94 570.68 576.03 0.001071 3.37 4055.08 631.00 0.18 Reach1 14150 100 YR 9068.00 556.99 574.45 574.80 0.003216 6.28 2242.78 381.46 0.31 Reach1 14150 FLODWAY 9068.00 556.99 575.12 575.44 0.002617 5.87 2335.38 324.00 0.29 Reach1 14100 100 YR 9068.00 556.68 573.82 574.00 0.001112 3.76 2842.17 498.78 0.24 Reach1 14100 FLODWAY 9068.00 556.68 574.52 574.72 0.001050 3.81 2780.64 423.56 0.23 Reach1 14075 100 YR 9068.00 555.05 572.59 573.10 0.004390 7.33 2066.54 426.37 0.35 Reach1 14075 FLODWAY 9068.00 555.05 573.22 573.83 0.004410 7.58 1679.71 236.85 0.36 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 14037 100 YR 9068.00 554.85 572.57 572.79 0.000793 3.83 2410.76 311.65 0.22 Reach1 14037 FLODWAY 9068.00 554.85 573.28 573.48 0.000644 3.60 2518.68 250.00 0.20 Reach1 13971 100 YR 9068.00 557.16 572.46 565.90 572.74 0.000485 4.23 2131.95 237.12 0.24 Reach1 13971 FLODWAY 9068.00 557.16 573.15 565.89 573.43 0.000455 4.18 2171.14 206.59 0.23 Reach1 13900 Bridge Reach1 13893 100 YR 9068.00 557.60 572.27 566.89 572.64 0.000669 5.13 1973.19 233.34 0.28 Reach1 13893 FLODWAY 9068.00 557.60 572.91 566.81 573.31 0.000668 5.17 1859.10 179.59 0.27 Reach1 13876 100 YR 9068.00 556.87 572.05 567.03 572.58 0.000924 5.90 1599.81 187.50 0.33 Reach1 13876 FLODWAY 9068.00 556.87 572.76 567.04 573.26 0.000786 5.69 1618.84 155.00 0.31 Reach1 13850 Bridge Reach1 13823 100 YR 9068.00 555.44 572.02 572.42 0.000628 5.12 1771.89 191.19 0.28 Reach1 13823 FLODWAY 9068.00 555.44 572.72 573.13 0.000652 5.14 1765.72 155.00 0.27 Reach1 13778 100 YR 9068.00 554.56 571.88 572.36 0.001079 5.93 1752.42 345.91 0.34 Reach1 13778 FLODWAY 9068.00 554.56 572.47 573.05 0.001132 6.18 1542.72 165.15 0.35 Reach1 13737 100 YR 9068.00 554.49 571.87 572.23 0.002744 5.33 1963.44 356.71 0.32 Reach1 13737 FLODWAY 9068.00 554.49 572.48 572.90 0.002735 5.56 1782.31 253.79 0.32 Reach1 13158.3 F 100 YR 9068.00 552.20 570.32 570.51 0.003702 5.12 3658.95 935.74 0.28 Reach1 13158.3 F FLODWAY 9068.00 552.20 570.95 571.18 0.003658 5.30 2883.09 479.64 0.28 Reach1 12342.79 E 100 YR 9068.00 549.50 568.94 569.01 0.001484 3.52 5771.00 1266.34 0.17 Reach1 12342.79 E FLODWAY 9068.00 549.50 569.61 569.69 0.001440 3.59 4557.80 654.70 0.17 Reach1 11243.77 D 100 YR 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.62 592.08 0.33 Reach1 11243.77 D FLODWAY 10050.00 547.90 565.67 566.09 0.006945 6.20 1977.72 282.14 0.34 Reach1 9166.97 C 100 YR 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 9166.97 C FLODWAY 10050.00 541.90 562.00 562.09 0.001204 3.67 5066.23 665.18 0.17 Reach1 7402.47 100 YR 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 7402.47 FLODWAY 10050.00 537.40 559.72 560.03 0.002500 5.79 2811.98 296.50 0.25 Reach1 6150.39 100 YR 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 FLODWAY 10050.00 534.70 556.51 556.89 0.003091 6.32 2637.94 315.26 0.27 HEC-RAS Plan: PP-FW River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 5205.99 100 YR 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 5205.99 FLODWAY 10050.00 532.10 553.75 554.08 0.003190 4.55 2209.09 240.00 0.26 Reach1 4266.94 100 YR 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 4266.94 FLODWAY 10050.00 529.50 549.92 550.57 0.004517 7.54 1982.25 228.18 0.33 Reach1 3456.28 B 100 YR 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 3456.28 B FLODWAY 10050.00 527.20 548.00 548.24 0.002215 4.88 2815.12 314.97 0.21 Reach1 1613.00 A 100 YR 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 Reach1 1613.00 A FLODWAY 10050.00 525.30 544.09 544.32 0.002515 5.17 3007.99 384.55 0.24 Reach1 858.77 100 YR 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 858.77 FLODWAY 10876.00 521.80 542.02 537.83 542.35 0.003311 6.31 2879.66 344.26 0.28 Reach1 838 Trinity Road Bridge Reach1 828.42 100 YR 10876.00 519.50 537.29 536.10 537.88 0.008597 8.53 2600.19 727.44 0.43 Reach1 828.42 FLODWAY 10876.00 519.50 537.82 536.10 538.57 0.008764 8.86 1992.37 344.26 0.44 Reach1 4.23 100 YR 10876.00 520.60 535.62 531.48 535.68 0.001051 2.72 5628.05 1028.54 0.16 Reach1 4.23 FLODWAY 10876.00 520.60 536.22 531.42 536.30 0.001050 2.83 4822.63 682.64 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/12 Post Project Summary - Multi-Flow.pdf RAS HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 10-yr 117.00 659.67 662.21 661.52 662.33 0.003370 2.80 41.74 33.99 0.45 Reach1 36789.82 T 50-yr 140.00 659.67 662.20 662.38 0.004871 3.37 41.59 33.93 0.54 Reach1 36789.82 T 100-yr 151.00 659.67 661.94 662.26 0.010282 4.54 33.23 30.28 0.76 Reach1 36789.82 T 500-yr 206.00 659.67 662.08 661.97 662.55 0.013922 5.50 37.45 32.15 0.90 Reach1 36417.31 10-yr 117.00 657.51 659.34 659.34 659.79 0.019626 5.35 21.88 25.36 1.02 Reach1 36417.31 50-yr 140.00 657.51 659.76 660.03 0.008399 4.17 33.57 29.74 0.69 Reach1 36417.31 100-yr 151.00 657.51 660.38 660.50 0.002565 2.82 53.49 34.60 0.40 Reach1 36417.31 500-yr 206.00 657.51 661.61 661.67 0.000777 2.00 103.09 46.41 0.23 Reach1 36076.18 10-yr 117.00 655.35 658.85 658.88 0.000476 1.38 84.75 45.91 0.18 Reach1 36076.18 50-yr 140.00 655.35 659.72 659.73 0.000217 1.09 128.48 55.06 0.13 Reach1 36076.18 100-yr 151.00 655.35 660.34 660.35 0.000128 0.92 165.02 61.67 0.10 Reach1 36076.18 500-yr 206.00 655.35 661.58 661.59 0.000072 0.83 253.46 80.66 0.08 Reach1 35576.95 10-yr 497.00 653.77 657.47 657.78 0.003982 4.43 112.07 51.92 0.53 Reach1 35576.95 50-yr 730.00 653.77 659.03 659.23 0.001588 3.55 208.26 93.76 0.36 Reach1 35576.95 100-yr 838.00 653.77 659.96 660.09 0.000776 2.92 322.28 146.86 0.26 Reach1 35576.95 500-yr 1016.00 653.77 661.44 661.50 0.000253 2.06 759.09 451.67 0.16 Reach1 35531.24 10-yr 497.00 653.90 657.19 655.96 657.59 0.002959 5.11 97.35 90.10 0.50 Reach1 35531.24 50-yr 730.00 653.90 658.67 656.57 659.08 0.001850 5.17 141.17 117.32 0.42 Reach1 35531.24 100-yr 838.00 653.90 659.58 656.82 659.96 0.001362 4.99 168.09 134.05 0.37 Reach1 35531.24 500-yr 1016.00 653.90 661.45 657.22 661.48 0.000140 1.36 753.27 236.79 0.11 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 10-yr 497.00 653.76 656.52 655.83 657.10 0.005292 6.08 81.72 79.70 0.64 Reach1 35492.17 50-yr 730.00 653.76 657.11 656.43 657.95 0.006012 7.37 99.05 90.33 0.71 Reach1 35492.17 100-yr 838.00 653.76 657.36 656.68 658.32 0.006216 7.87 106.53 94.92 0.73 Reach1 35492.17 500-yr 1016.00 653.76 657.73 657.08 658.89 0.006610 8.65 117.40 101.59 0.77 Reach1 34816.55 S 10-yr 497.00 646.58 651.07 651.07 651.86 0.012345 9.28 123.21 88.40 0.81 Reach1 34816.55 S 50-yr 730.00 646.58 651.68 651.68 652.47 0.011801 9.97 188.18 122.83 0.81 Reach1 34816.55 S 100-yr 838.00 646.58 651.89 651.89 652.68 0.011817 10.28 215.10 134.65 0.82 Reach1 34816.55 S 500-yr 1016.00 646.58 652.20 652.20 652.98 0.011678 10.64 259.45 151.98 0.82 Reach1 33841.53 10-yr 497.00 639.94 646.94 646.96 0.000070 1.19 653.64 166.78 0.08 Reach1 33841.53 50-yr 730.00 639.94 647.22 647.26 0.000128 1.66 701.04 172.87 0.11 Reach1 33841.53 100-yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.25 175.39 0.12 Reach1 33841.53 500-yr 1016.00 639.94 647.52 647.57 0.000211 2.19 752.62 179.25 0.14 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 33813.63 10-yr 497.00 639.96 646.94 641.61 646.96 0.000287 0.93 533.74 165.08 0.09 Reach1 33813.63 50-yr 730.00 639.96 647.22 642.05 647.25 0.000473 1.26 579.77 165.10 0.12 Reach1 33813.63 100-yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 500-yr 1016.00 639.96 647.51 642.52 647.55 0.000706 1.62 628.19 165.12 0.15 Reach1 33813 Inl Struct Reach1 33812.88 10-yr 497.00 639.96 643.09 643.25 0.001884 3.18 156.51 62.71 0.35 Reach1 33812.88 50-yr 730.00 639.96 643.78 643.99 0.001955 3.62 201.91 68.33 0.37 Reach1 33812.88 100-yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 500-yr 1016.00 639.96 644.65 644.88 0.001771 3.85 263.93 75.34 0.36 Reach1 33758.79 10-yr 497.00 640.00 642.81 643.07 0.004455 4.06 122.51 65.42 0.52 Reach1 33758.79 50-yr 730.00 640.00 643.55 643.83 0.003481 4.20 173.88 73.21 0.48 Reach1 33758.79 100-yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.19 76.89 0.46 Reach1 33758.79 500-yr 1016.00 640.00 644.49 644.75 0.002471 4.11 247.31 83.08 0.42 Reach1 33125.66 R 10-yr 497.00 637.01 641.32 641.46 0.001585 3.01 165.05 63.11 0.33 Reach1 33125.66 R 50-yr 730.00 637.01 642.49 642.63 0.001129 2.98 245.27 73.90 0.29 Reach1 33125.66 R 100-yr 838.00 637.01 642.96 643.10 0.001021 2.98 281.00 78.22 0.28 Reach1 33125.66 R 500-yr 1016.00 637.01 643.72 643.85 0.000864 2.96 343.05 86.54 0.26 Reach1 32079.78 10-yr 1662.00 632.07 639.99 640.19 0.001118 3.65 473.02 132.12 0.30 Reach1 32079.78 50-yr 2513.00 632.07 640.57 640.92 0.001818 4.77 557.14 154.82 0.39 Reach1 32079.78 100-yr 2922.00 632.07 640.77 641.19 0.002195 5.29 590.48 191.02 0.43 Reach1 32079.78 500-yr 3684.00 632.07 641.05 641.62 0.002935 6.20 652.07 242.32 0.49 Reach1 32045.85 10-yr 1662.00 630.85 640.06 636.13 640.10 0.000163 1.57 1078.20 282.29 0.12 Reach1 32045.85 50-yr 2513.00 630.85 640.69 637.79 640.76 0.000252 2.10 1341.08 530.32 0.15 Reach1 32045.85 100-yr 2922.00 630.85 640.91 638.01 641.00 0.000296 2.33 1459.36 540.09 0.16 Reach1 32045.85 500-yr 3684.00 630.85 641.25 638.01 641.36 0.000383 2.75 1649.76 613.34 0.19 Reach1 32020 Stuart Road Culvert Reach1 31992.36 10-yr 1662.00 630.83 637.53 636.06 639.14 0.006578 10.19 163.04 131.21 0.69 Reach1 31992.36 50-yr 2513.00 630.83 638.02 637.74 638.31 0.002157 4.27 587.92 139.13 0.37 Reach1 31992.36 100-yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.71 146.16 0.38 Reach1 31992.36 500-yr 3684.00 630.83 639.20 638.01 639.56 0.002304 4.83 762.80 157.92 0.39 Reach1 31281.2 Q 10-yr 1662.00 628.78 634.77 635.10 0.003636 4.60 361.22 111.89 0.45 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 31281.2 Q 50-yr 2513.00 628.78 634.90 635.60 0.007401 6.68 376.38 113.68 0.65 Reach1 31281.2 Q 100-yr 2922.00 628.78 635.28 636.02 0.007289 6.93 433.89 169.96 0.65 Reach1 31281.2 Q 500-yr 3684.00 628.78 635.74 634.74 636.63 0.007941 7.63 516.97 190.56 0.69 Reach1 30391.02 P 10-yr 1662.00 626.22 631.51 630.42 631.72 0.003905 3.64 456.87 215.83 0.44 Reach1 30391.02 P 50-yr 2513.00 626.22 633.69 630.99 633.79 0.000804 2.54 1131.85 414.95 0.22 Reach1 30391.02 P 100-yr 2922.00 626.22 634.57 631.17 634.65 0.000530 2.33 1683.69 767.04 0.19 Reach1 30391.02 P 500-yr 3684.00 626.22 634.96 631.47 635.06 0.000604 2.61 1992.01 792.34 0.20 Reach1 30339.09 10-yr 1662.00 624.60 631.01 628.94 631.46 0.003179 5.40 307.50 97.86 0.45 Reach1 30339.09 50-yr 2513.00 624.60 633.45 629.89 633.69 0.001146 4.32 1063.81 545.96 0.29 Reach1 30339.09 100-yr 2922.00 624.60 634.40 630.26 634.57 0.000768 3.85 1735.83 888.48 0.24 Reach1 30339.09 500-yr 3684.00 624.60 634.77 630.99 634.97 0.000901 4.30 2076.14 951.17 0.26 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 10-yr 1662.00 624.60 629.46 628.95 630.61 0.010888 8.63 192.67 76.04 0.80 Reach1 30242.84 50-yr 2513.00 624.60 630.25 629.95 632.03 0.012848 10.70 234.95 353.93 0.90 Reach1 30242.84 100-yr 2922.00 624.60 630.58 630.38 632.67 0.013682 11.58 252.39 487.96 0.94 Reach1 30242.84 500-yr 3684.00 624.60 631.15 631.15 633.79 0.014926 13.04 282.57 616.85 1.00 Reach1 29853.37 O 10-yr 1662.00 621.00 626.22 626.93 0.007410 6.73 247.43 80.03 0.64 Reach1 29853.37 O 50-yr 2513.00 621.00 627.38 628.22 0.006154 7.45 374.88 140.73 0.61 Reach1 29853.37 O 100-yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O 500-yr 3684.00 621.00 628.41 627.32 629.47 0.006105 8.51 580.91 277.40 0.63 Reach1 29237.29 10-yr 1662.00 615.14 623.23 623.68 0.003779 5.35 320.16 105.08 0.43 Reach1 29237.29 50-yr 2513.00 615.14 624.52 625.05 0.004057 6.00 537.23 265.33 0.46 Reach1 29237.29 100-yr 2922.00 615.14 624.92 625.49 0.004254 6.29 660.70 349.08 0.47 Reach1 29237.29 500-yr 3684.00 615.14 625.55 626.13 0.004194 6.58 930.12 456.90 0.47 Reach1 28223.67 N 10-yr 1662.00 611.45 620.04 620.34 0.002833 4.40 413.00 235.79 0.37 Reach1 28223.67 N 50-yr 2513.00 611.45 620.74 621.17 0.003633 5.43 612.49 301.67 0.43 Reach1 28223.67 N 100-yr 2922.00 611.45 621.16 621.60 0.003516 5.59 743.23 324.14 0.43 Reach1 28223.67 N 500-yr 3684.00 611.45 621.78 622.27 0.003609 6.03 964.53 424.47 0.44 Reach1 28170.27 10-yr 1662.00 611.84 619.58 615.98 620.17 0.002479 6.16 269.88 118.08 0.39 Reach1 28170.27 50-yr 2513.00 611.84 620.82 617.28 620.99 0.001112 3.33 847.83 411.53 0.25 Reach1 28170.27 100-yr 2922.00 611.84 621.23 617.86 621.42 0.001161 3.53 1031.50 473.62 0.25 Reach1 28170.27 500-yr 3684.00 611.84 621.87 618.88 622.08 0.001228 3.83 1357.92 556.82 0.26 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 10-yr 1662.00 611.67 618.88 615.81 619.56 0.003155 6.63 250.74 110.48 0.44 Reach1 28117.26 50-yr 2513.00 611.67 617.13 617.13 619.85 0.018189 13.23 189.99 92.13 1.00 Reach1 28117.26 100-yr 2922.00 611.67 617.70 617.70 620.72 0.017714 13.94 209.63 98.06 1.00 Reach1 28117.26 500-yr 3684.00 611.67 620.80 618.72 621.46 0.003672 6.56 659.17 417.42 0.46 Reach1 27221.49 10-yr 1662.00 606.23 613.53 611.88 614.38 0.013778 7.41 224.44 54.47 0.64 Reach1 27221.49 50-yr 2513.00 606.23 615.24 615.69 0.016671 5.39 465.94 220.13 0.65 Reach1 27221.49 100-yr 2922.00 606.23 615.61 616.05 0.013488 5.34 547.16 224.70 0.60 Reach1 27221.49 500-yr 3684.00 606.23 616.54 616.89 0.007206 4.82 786.45 310.85 0.46 Reach1 26191.66 M 10-yr 3000.00 600.60 611.42 611.55 0.001420 2.96 1034.31 213.01 0.22 Reach1 26191.66 M 50-yr 4400.00 600.60 612.55 612.74 0.001549 3.51 1310.02 251.35 0.24 Reach1 26191.66 M 100-yr 4800.00 600.60 612.72 612.92 0.001684 3.72 1351.45 253.19 0.25 Reach1 26191.66 M 500-yr 6485.00 600.60 613.36 613.66 0.002197 4.51 1515.80 260.39 0.29 Reach1 26141.04 10-yr 3000.00 601.26 611.35 607.50 611.48 0.001114 2.92 1078.93 287.48 0.20 Reach1 26141.04 50-yr 4400.00 601.26 612.50 609.31 612.66 0.001201 3.39 1516.94 493.21 0.22 Reach1 26141.04 100-yr 4800.00 601.26 612.66 609.81 612.84 0.001284 3.55 1598.70 500.46 0.23 Reach1 26141.04 500-yr 6485.00 601.26 613.31 610.90 613.54 0.001540 4.11 1935.23 529.28 0.25 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 10-yr 3000.00 601.09 607.32 607.32 610.42 0.026526 14.12 212.39 115.96 1.00 Reach1 26097.11 50-yr 4400.00 601.09 610.63 609.21 610.98 0.003284 4.76 932.34 201.69 0.35 Reach1 26097.11 100-yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.57 221.32 0.36 Reach1 26097.11 500-yr 6485.00 601.09 611.84 610.00 612.31 0.003554 5.59 1262.95 345.91 0.37 Reach1 24854.98 L 10-yr 3000.00 591.98 601.76 601.37 603.29 0.012948 10.09 337.34 119.40 0.79 Reach1 24854.98 L 50-yr 4400.00 591.98 603.63 604.91 0.007860 9.69 606.90 163.33 0.65 Reach1 24854.98 L 100-yr 4800.00 591.98 604.35 605.45 0.006171 9.17 728.11 174.70 0.58 Reach1 24854.98 L 500-yr 6485.00 591.98 605.68 606.85 0.005638 9.75 971.50 190.52 0.57 Reach1 24146.55 10-yr 3000.00 590.95 600.54 595.49 600.89 0.001246 4.76 629.65 72.80 0.28 Reach1 24146.55 50-yr 4400.00 590.95 602.01 596.60 602.57 0.001608 6.00 733.91 261.09 0.33 Reach1 24146.55 100-yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.85 352.19 0.33 Reach1 24146.55 500-yr 6485.00 590.95 603.69 598.06 604.34 0.002329 6.76 1395.29 473.54 0.34 Reach1 24130 Burning Tree Lan Culvert HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 24099.6 10-yr 3000.00 590.74 600.27 595.94 600.68 0.001660 5.19 578.52 87.20 0.32 Reach1 24099.6 50-yr 4400.00 590.74 601.46 597.04 602.15 0.002261 6.63 663.58 87.38 0.38 Reach1 24099.6 100-yr 4800.00 590.74 602.19 597.34 602.69 0.001942 5.69 918.47 346.61 0.32 Reach1 24099.6 500-yr 6485.00 590.74 603.64 598.50 604.17 0.001854 6.11 1524.76 485.97 0.32 Reach1 24005.85 10-yr 3000.00 590.32 600.17 600.47 0.001720 4.39 683.88 108.60 0.31 Reach1 24005.85 50-yr 4400.00 590.32 601.38 601.82 0.002180 5.33 865.21 216.13 0.35 Reach1 24005.85 100-yr 4800.00 590.32 602.05 602.48 0.001892 5.27 1031.42 401.66 0.33 Reach1 24005.85 500-yr 6485.00 590.32 603.55 603.96 0.001573 5.40 1708.09 503.13 0.31 Reach1 22889.88 K 10-yr 4061.00 585.44 597.42 597.90 0.002871 5.59 732.54 121.20 0.38 Reach1 22889.88 K 50-yr 4929.00 585.44 598.75 599.23 0.002297 5.61 932.76 184.85 0.35 Reach1 22889.88 K 100-yr 5738.00 585.44 599.44 599.97 0.002302 5.94 1067.22 200.32 0.35 Reach1 22889.88 K 500-yr 7352.00 585.44 600.30 601.00 0.002671 6.81 1248.46 226.18 0.39 Reach1 22842.67 10-yr 4061.00 585.07 597.37 590.11 597.79 0.001083 5.21 779.44 173.23 0.26 Reach1 22842.67 50-yr 4929.00 585.07 598.82 590.81 599.04 0.000689 3.74 1358.59 265.54 0.20 Reach1 22842.67 100-yr 5738.00 585.07 599.59 591.41 599.74 0.000492 3.06 2013.60 401.19 0.17 Reach1 22842.67 500-yr 7352.00 585.07 600.50 592.56 600.69 0.000580 3.52 2470.40 568.43 0.19 Reach1 22817 Old North Road Culvert Reach1 22793.56 10-yr 4061.00 584.07 596.41 589.03 596.54 0.000545 2.87 1417.34 165.88 0.17 Reach1 22793.56 50-yr 4929.00 584.07 597.30 589.72 597.46 0.000608 3.14 1568.07 173.23 0.18 Reach1 22793.56 100-yr 5738.00 584.07 598.06 590.31 598.23 0.000655 3.37 1702.29 197.97 0.19 Reach1 22793.56 500-yr 7352.00 584.07 599.36 591.41 599.58 0.000706 3.77 2049.12 357.23 0.20 Reach1 22493.9 10-yr 4061.00 584.90 594.88 595.88 0.007199 8.03 506.02 88.41 0.58 Reach1 22493.9 50-yr 4929.00 584.90 595.50 596.70 0.007800 8.80 563.66 99.10 0.62 Reach1 22493.9 100-yr 5738.00 584.90 596.01 597.39 0.008315 9.45 618.63 114.77 0.64 Reach1 22493.9 500-yr 7352.00 584.90 596.86 595.11 598.60 0.009186 10.63 735.09 181.06 0.69 Reach1 21594.3 10-yr 4061.00 581.03 591.95 592.29 0.002316 4.82 1000.01 286.87 0.34 Reach1 21594.3 50-yr 4929.00 581.03 592.61 592.98 0.002294 5.12 1195.98 306.00 0.34 Reach1 21594.3 100-yr 5738.00 581.03 593.15 593.56 0.002292 5.39 1369.21 328.80 0.35 Reach1 21594.3 500-yr 7352.00 581.03 594.13 594.58 0.002266 5.81 1722.25 467.75 0.35 Reach1 20540.43 J 10-yr 4061.00 576.71 589.49 589.79 0.002430 4.40 930.74 191.57 0.33 Reach1 20540.43 J 50-yr 4929.00 576.71 590.10 590.45 0.002541 4.77 1060.56 275.12 0.35 Reach1 20540.43 J 100-yr 5738.00 576.71 590.64 591.03 0.002574 5.04 1216.05 303.14 0.35 Reach1 20540.43 J 500-yr 7352.00 576.71 591.81 592.22 0.002276 5.26 1614.03 383.69 0.34 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 10-yr 4061.00 573.64 586.97 587.19 0.001515 4.74 1644.47 471.57 0.28 Reach1 19140.02 50-yr 4929.00 573.64 587.56 587.78 0.001530 4.97 1924.80 487.05 0.28 Reach1 19140.02 100-yr 5738.00 573.64 588.49 588.68 0.001199 4.68 2392.96 511.36 0.25 Reach1 19140.02 500-yr 7352.00 573.64 590.31 590.45 0.000801 4.24 3359.88 553.49 0.21 Reach1 19078.49 10-yr 4061.00 575.02 586.63 583.99 586.97 0.005332 5.39 1272.73 503.96 0.33 Reach1 19078.49 50-yr 4929.00 575.02 587.25 585.30 587.57 0.004930 5.45 1595.88 533.66 0.33 Reach1 19078.49 100-yr 5738.00 575.02 588.31 585.82 588.53 0.003260 4.79 2188.83 583.41 0.27 Reach1 19078.49 500-yr 7352.00 575.02 590.22 586.46 590.36 0.001860 4.07 3521.31 856.64 0.21 Reach1 19058 Mingo Road Culvert Reach1 19042.91 10-yr 4061.00 574.10 585.20 583.21 586.10 0.012994 7.75 669.35 373.13 0.51 Reach1 19042.91 50-yr 4929.00 574.10 587.13 583.21 587.47 0.004745 5.48 1567.06 527.16 0.32 Reach1 19042.91 100-yr 5738.00 574.10 588.21 583.66 588.44 0.003179 4.83 2162.64 577.95 0.27 Reach1 19042.91 500-yr 7352.00 574.10 590.19 586.29 590.33 0.001787 4.07 3529.50 854.18 0.21 Reach1 18997.21 10-yr 4176.00 571.93 585.13 580.20 585.56 0.004029 5.26 794.29 721.59 0.31 Reach1 18997.21 50-yr 5985.00 571.93 587.24 581.32 587.28 0.000381 1.91 4936.90 850.12 0.10 Reach1 18997.21 100-yr 7007.00 571.93 588.27 581.90 588.31 0.000343 1.91 5832.12 887.16 0.09 Reach1 18997.21 500-yr 8662.00 571.93 590.22 582.78 590.26 0.000260 1.83 7632.53 956.97 0.08 Reach1 18975 Mingo RR Bridge Reach1 18967.14 10-yr 4176.00 571.93 584.54 580.20 585.02 0.005041 5.61 744.05 676.88 0.34 Reach1 18967.14 50-yr 5985.00 571.93 585.61 581.33 586.40 0.006947 7.14 838.64 763.15 0.41 Reach1 18967.14 100-yr 7007.00 571.93 586.15 581.90 587.12 0.007923 7.91 886.22 810.59 0.44 Reach1 18967.14 500-yr 8662.00 571.93 587.12 582.79 588.35 0.008922 8.92 971.21 845.75 0.47 Reach1 18596.96 I 10-yr 4176.00 568.25 581.50 578.67 582.27 0.011674 7.30 770.07 421.63 0.48 Reach1 18596.96 I 50-yr 5985.00 568.25 583.49 580.77 583.88 0.005635 5.98 1792.21 578.84 0.35 Reach1 18596.96 I 100-yr 7007.00 568.25 584.50 584.79 0.003997 5.40 2427.93 671.38 0.30 Reach1 18596.96 I 500-yr 8662.00 568.25 586.46 586.61 0.001966 4.26 3873.28 812.98 0.22 Reach1 18523.65 10-yr 4176.00 569.71 580.25 581.26 0.014860 8.06 518.19 75.39 0.54 Reach1 18523.65 50-yr 5985.00 569.71 581.44 582.93 0.019167 9.81 610.36 79.76 0.62 Reach1 18523.65 100-yr 7007.00 569.71 582.29 583.94 0.019398 10.31 679.60 82.89 0.63 Reach1 18523.65 500-yr 8662.00 569.71 584.54 586.06 0.014601 9.90 875.10 91.15 0.56 Reach1 18234.52 10-yr 4176.00 570.55 579.03 579.19 0.004413 4.02 1425.89 292.29 0.29 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 18234.52 50-yr 5985.00 570.55 580.63 580.81 0.003666 4.25 1908.88 313.11 0.28 Reach1 18234.52 100-yr 7007.00 570.55 581.80 581.98 0.003034 4.27 2313.54 383.28 0.26 Reach1 18234.52 500-yr 8662.00 570.55 584.20 584.38 0.002581 4.64 3482.40 711.09 0.25 Reach1 17743.03 10-yr 4975.00 567.37 576.90 571.10 577.18 0.002507 4.29 1160.95 192.44 0.24 Reach1 17743.03 50-yr 6203.00 567.37 578.69 571.67 579.01 0.002189 4.49 1380.29 203.26 0.24 Reach1 17743.03 100-yr 7270.00 567.37 580.02 572.18 580.37 0.002076 4.71 1542.46 248.14 0.23 Reach1 17743.03 500-yr 8954.00 567.37 582.75 572.88 583.11 0.001643 4.78 1875.10 498.27 0.21 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 10-yr 4975.00 565.80 576.45 569.53 576.68 0.001722 3.83 1299.80 219.21 0.21 Reach1 17512.92 50-yr 6203.00 565.80 577.93 570.12 578.20 0.001737 4.19 1479.94 232.31 0.21 Reach1 17512.92 100-yr 7270.00 565.80 578.89 570.59 579.21 0.001852 4.55 1596.77 470.10 0.22 Reach1 17512.92 500-yr 8954.00 565.80 580.85 571.30 581.00 0.000876 3.12 3451.46 500.89 0.15 Reach1 17500 10-yr 4975.00 566.69 576.22 572.18 576.52 0.000946 4.39 1133.20 180.82 0.31 Reach1 17500 50-yr 6203.00 566.69 577.78 572.76 578.08 0.000758 4.35 1426.56 195.47 0.28 Reach1 17500 100-yr 7270.00 566.69 578.77 573.20 579.09 0.000714 4.47 1625.08 205.50 0.28 Reach1 17500 500-yr 8954.00 566.69 580.56 573.87 580.87 0.000578 4.48 2012.25 261.39 0.26 Reach1 17400 10-yr 4975.00 565.45 576.04 572.22 576.41 0.001178 4.87 1022.33 163.35 0.34 Reach1 17400 50-yr 6203.00 565.45 577.63 572.83 577.99 0.000940 4.80 1293.32 178.45 0.31 Reach1 17400 100-yr 7270.00 565.45 578.62 573.33 579.00 0.000892 4.93 1475.29 187.91 0.31 Reach1 17400 500-yr 8954.00 565.45 580.42 574.04 580.80 0.000742 4.89 1829.33 222.20 0.29 Reach1 17300 10-yr 4975.00 564.86 575.69 570.34 576.24 0.001062 6.08 888.81 115.62 0.33 Reach1 17300 50-yr 6203.00 564.86 577.19 571.18 577.81 0.001009 6.48 1064.26 127.86 0.33 Reach1 17300 100-yr 7270.00 564.86 578.10 571.88 578.80 0.001058 6.97 1174.11 135.22 0.34 Reach1 17300 500-yr 8954.00 564.86 579.82 572.95 580.59 0.000997 7.35 1389.06 149.24 0.34 Reach1 17260 Culvert Reach1 17210 10-yr 4975.00 564.86 575.27 575.81 0.000275 5.91 841.76 112.23 0.38 Reach1 17210 50-yr 6203.00 564.86 576.64 577.24 0.000256 6.21 999.39 123.41 0.38 Reach1 17210 100-yr 7270.00 564.86 577.23 577.95 0.000288 6.80 1069.41 128.21 0.40 Reach1 17210 500-yr 8954.00 564.86 578.21 579.09 0.000320 7.54 1188.28 136.16 0.43 Reach1 17020 10-yr 4975.00 565.37 575.22 575.72 0.005716 4.19 905.02 206.99 0.29 Reach1 17020 50-yr 6203.00 565.37 576.67 577.10 0.004177 3.97 1224.27 264.62 0.25 Reach1 17020 100-yr 7270.00 565.37 577.29 577.76 0.004240 4.22 1406.41 318.81 0.26 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 17020 500-yr 8954.00 565.37 578.34 578.83 0.003968 4.42 1776.47 366.50 0.26 Reach1 14598.35 10-yr 4988.00 563.12 574.79 569.95 574.94 0.001697 3.53 1626.21 294.66 0.22 Reach1 14598.35 50-yr 7686.00 563.12 576.08 570.98 576.29 0.002550 3.90 2074.13 393.60 0.25 Reach1 14598.35 100-yr 9068.00 563.12 576.67 571.49 576.91 0.002792 3.96 2321.82 528.28 0.25 Reach1 14598.35 500-yr 11731.00 563.12 577.71 572.52 577.97 0.002983 4.35 2994.33 691.58 0.26 Reach1 14550 10-yr 4988.00 562.58 574.65 574.84 0.001956 3.04 1450.99 356.89 0.19 Reach1 14550 50-yr 7686.00 562.58 575.93 576.17 0.002375 3.68 1999.42 550.21 0.21 Reach1 14550 100-yr 9068.00 562.58 576.52 576.77 0.002673 4.06 2366.02 670.89 0.22 Reach1 14550 500-yr 11731.00 562.58 577.58 577.83 0.002512 4.20 3156.09 793.69 0.22 Reach1 14500 10-yr 4988.00 563.63 574.28 570.56 574.38 0.003261 2.88 1987.27 553.55 0.22 Reach1 14500 50-yr 7686.00 563.63 575.53 571.77 575.66 0.003212 3.00 2729.71 618.56 0.23 Reach1 14500 100-yr 9068.00 563.63 576.10 572.18 576.24 0.003130 2.97 3086.09 640.07 0.23 Reach1 14500 500-yr 11731.00 563.63 577.19 572.81 577.34 0.002797 2.95 3816.32 680.95 0.23 Reach1 14400 10-yr 4988.00 564.05 574.29 574.36 0.000251 0.94 2495.25 654.89 0.07 Reach1 14400 50-yr 7686.00 564.05 575.55 575.64 0.000233 0.97 3367.95 729.89 0.06 Reach1 14400 100-yr 9068.00 564.05 576.12 576.22 0.000226 1.00 3792.79 758.85 0.06 Reach1 14400 500-yr 11731.00 564.05 577.21 577.32 0.000208 1.05 4650.59 814.18 0.06 Reach1 14300 10-yr 4988.00 559.18 573.96 574.12 0.002719 3.09 1663.52 561.43 0.21 Reach1 14300 50-yr 7686.00 559.18 575.26 575.43 0.002255 3.16 2396.97 570.58 0.20 Reach1 14300 100-yr 9068.00 559.18 575.84 576.02 0.002110 3.20 2729.45 574.67 0.19 Reach1 14300 500-yr 11731.00 559.18 576.94 577.14 0.001969 3.35 3388.65 648.79 0.19 Reach1 14200 10-yr 4988.00 560.10 573.41 569.23 573.50 0.001593 3.47 2481.71 607.89 0.21 Reach1 14200 50-yr 7686.00 560.10 574.82 570.23 574.93 0.001442 3.63 3352.75 636.15 0.21 Reach1 14200 100-yr 9068.00 560.10 575.44 570.68 575.55 0.001402 3.74 3747.39 649.43 0.21 Reach1 14200 500-yr 11731.00 560.10 576.55 571.34 576.68 0.001457 4.08 4512.12 745.27 0.22 Reach1 14150 10-yr 4988.00 556.99 572.44 572.69 0.002648 5.06 1502.24 331.68 0.28 Reach1 14150 50-yr 7686.00 556.99 573.84 574.16 0.003073 5.93 2012.67 374.76 0.30 Reach1 14150 100-yr 9068.00 556.99 574.45 574.80 0.003216 6.28 2242.78 381.46 0.31 Reach1 14150 500-yr 11731.00 556.99 575.51 575.91 0.003412 6.83 2655.10 395.27 0.33 Reach1 14100 10-yr 4988.00 556.68 571.79 571.93 0.001102 3.15 1841.62 488.02 0.24 Reach1 14100 50-yr 7686.00 556.68 573.21 573.38 0.001100 3.56 2538.62 495.57 0.24 Reach1 14100 100-yr 9068.00 556.68 573.82 574.00 0.001112 3.76 2842.17 498.78 0.24 Reach1 14100 500-yr 11731.00 556.68 574.89 575.10 0.001132 4.09 3378.72 506.84 0.25 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 14075 10-yr 4988.00 555.05 570.56 571.02 0.004083 6.34 1253.49 370.07 0.33 Reach1 14075 50-yr 7686.00 555.05 571.96 572.46 0.004428 7.13 1803.50 411.01 0.35 Reach1 14075 100-yr 9068.00 555.05 572.59 573.10 0.004390 7.33 2066.54 426.37 0.35 Reach1 14075 500-yr 11731.00 555.05 573.70 574.22 0.004206 7.57 2554.33 452.70 0.35 Reach1 14037 10-yr 4988.00 554.85 570.62 570.73 0.000511 2.69 1863.68 267.10 0.17 Reach1 14037 50-yr 7686.00 554.85 571.97 572.16 0.000709 3.48 2238.90 300.57 0.21 Reach1 14037 100-yr 9068.00 554.85 572.57 572.79 0.000793 3.83 2410.76 311.65 0.22 Reach1 14037 500-yr 11731.00 554.85 573.63 573.93 0.000925 4.42 2714.69 338.10 0.24 Reach1 13971 10-yr 4988.00 557.16 570.56 564.17 570.70 0.000315 2.96 1688.49 231.44 0.18 Reach1 13971 50-yr 7686.00 557.16 571.88 565.31 572.11 0.000433 3.84 1995.23 235.38 0.22 Reach1 13971 100-yr 9068.00 557.16 572.46 565.90 572.74 0.000485 4.23 2131.95 237.12 0.24 Reach1 13971 500-yr 11731.00 557.16 573.47 566.86 573.86 0.000568 4.89 2374.06 238.00 0.26 Reach1 13900 Bridge Reach1 13893 10-yr 4988.00 557.60 570.46 565.06 570.64 0.000406 3.52 1569.91 225.44 0.21 Reach1 13893 50-yr 7686.00 557.60 571.72 566.28 572.02 0.000586 4.63 1849.74 231.76 0.26 Reach1 13893 100-yr 9068.00 557.60 572.27 566.89 572.64 0.000669 5.13 1973.19 233.34 0.28 Reach1 13893 500-yr 11731.00 557.60 573.21 567.77 573.72 0.000814 6.00 2189.19 236.08 0.31 Reach1 13876 10-yr 4988.00 556.87 570.37 565.28 570.62 0.000537 3.98 1291.36 178.96 0.24 Reach1 13876 50-yr 7686.00 556.87 571.55 566.50 571.98 0.000799 5.30 1505.98 185.30 0.30 Reach1 13876 100-yr 9068.00 556.87 572.05 567.03 572.58 0.000924 5.90 1599.81 187.50 0.33 Reach1 13876 500-yr 11731.00 556.87 572.91 567.96 573.64 0.001150 6.95 1762.14 190.83 0.37 Reach1 13850 Bridge Reach1 13823 10-yr 4988.00 555.44 570.35 570.53 0.000353 3.43 1461.04 181.61 0.20 Reach1 13823 50-yr 7686.00 555.44 571.52 571.85 0.000539 4.59 1677.16 189.34 0.25 Reach1 13823 100-yr 9068.00 555.44 572.02 572.42 0.000628 5.12 1771.89 191.19 0.28 Reach1 13823 500-yr 11731.00 555.44 572.86 573.43 0.000790 6.04 1934.34 193.54 0.31 Reach1 13778 10-yr 4988.00 554.56 570.26 570.50 0.000666 4.10 1385.07 304.90 0.26 Reach1 13778 50-yr 7686.00 554.56 571.39 571.79 0.000945 5.35 1642.65 333.65 0.32 Reach1 13778 100-yr 9068.00 554.56 571.88 572.36 0.001079 5.93 1752.42 345.91 0.34 Reach1 13778 500-yr 11731.00 554.56 572.70 573.36 0.001319 6.93 1939.09 368.55 0.38 Reach1 13737 10-yr 4988.00 554.49 570.21 570.45 0.002334 4.28 1382.53 343.05 0.28 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 13737 50-yr 7686.00 554.49 571.37 571.69 0.002618 5.00 1786.13 352.52 0.31 Reach1 13737 100-yr 9068.00 554.49 571.87 572.23 0.002744 5.33 1963.44 356.71 0.32 Reach1 13737 500-yr 11731.00 554.49 572.73 573.17 0.002947 5.87 2272.94 363.90 0.33 Reach1 13158.3 F 10-yr 4988.00 552.20 568.62 568.82 0.003877 4.66 2187.11 792.44 0.28 Reach1 13158.3 F 50-yr 7686.00 552.20 569.80 569.99 0.003771 5.00 3182.59 894.20 0.28 Reach1 13158.3 F 100-yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3658.95 935.74 0.28 Reach1 13158.3 F 500-yr 11731.00 552.20 571.24 571.43 0.003549 5.31 4551.73 1008.99 0.28 Reach1 12342.79 E 10-yr 4988.00 549.50 567.10 567.17 0.001571 3.27 3600.24 1089.47 0.17 Reach1 12342.79 E 50-yr 7686.00 549.50 568.39 568.45 0.001503 3.44 5081.24 1214.70 0.17 Reach1 12342.79 E 100-yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5771.00 1266.34 0.17 Reach1 12342.79 E 500-yr 11731.00 549.50 569.93 570.00 0.001431 3.63 7071.17 1358.35 0.17 Reach1 11243.77 D 10-yr 5369.00 547.90 563.21 563.43 0.007117 5.22 1554.65 477.38 0.33 Reach1 11243.77 D 50-yr 8482.00 547.90 564.52 564.79 0.007018 5.75 2230.54 555.75 0.34 Reach1 11243.77 D 100-yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.62 592.08 0.33 Reach1 11243.77 D 500-yr 13184.00 547.90 566.26 566.56 0.006235 6.10 3294.48 663.47 0.33 Reach1 9166.97 C 10-yr 5369.00 541.90 558.88 558.96 0.001379 3.36 3488.10 868.88 0.17 Reach1 9166.97 C 50-yr 8482.00 541.90 560.63 560.70 0.001246 3.50 5059.99 929.95 0.17 Reach1 9166.97 C 100-yr 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 9166.97 C 500-yr 13184.00 541.90 562.67 562.76 0.001207 3.78 7040.44 1015.31 0.17 Reach1 7402.47 10-yr 5369.00 537.40 556.36 556.60 0.002341 4.85 2097.00 484.74 0.23 Reach1 7402.47 50-yr 8482.00 537.40 558.32 558.58 0.002473 5.45 3175.02 616.70 0.24 Reach1 7402.47 100-yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 7402.47 500-yr 13184.00 537.40 560.48 560.75 0.002568 6.04 4666.46 773.09 0.25 Reach1 6150.39 10-yr 5369.00 534.70 553.35 553.64 0.002798 5.22 1871.11 459.16 0.25 Reach1 6150.39 50-yr 8482.00 534.70 555.20 555.51 0.002973 5.87 2781.23 521.04 0.26 Reach1 6150.39 100-yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 500-yr 13184.00 534.70 557.20 557.56 0.003240 6.64 3882.71 579.94 0.28 Reach1 5205.99 10-yr 5369.00 532.10 550.50 550.72 0.003742 3.76 1443.70 305.12 0.27 Reach1 5205.99 50-yr 8482.00 532.10 552.39 552.67 0.003435 4.33 2257.10 553.36 0.27 Reach1 5205.99 100-yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 5205.99 500-yr 13184.00 532.10 554.42 554.75 0.003194 4.87 3648.77 819.04 0.27 Reach1 4266.94 10-yr 5369.00 529.50 546.57 547.06 0.004076 6.11 1365.68 352.50 0.31 Reach1 4266.94 50-yr 8482.00 529.50 548.43 549.00 0.004600 7.12 2139.28 481.13 0.33 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 4266.94 100-yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 4266.94 500-yr 13184.00 529.50 550.49 551.12 0.004990 8.11 3328.66 716.71 0.35 Reach1 3456.28 B 10-yr 5369.00 527.20 544.78 544.96 0.001865 4.25 2116.66 469.66 0.21 Reach1 3456.28 B 50-yr 8482.00 527.20 546.48 546.70 0.002099 4.89 2978.62 541.10 0.23 Reach1 3456.28 B 100-yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 3456.28 B 500-yr 13184.00 527.20 548.45 548.70 0.002283 5.55 4106.34 604.45 0.24 Reach1 1613.00 A 10-yr 5369.00 525.30 540.72 540.92 0.003147 4.86 2024.85 540.27 0.25 Reach1 1613.00 A 50-yr 8482.00 525.30 542.34 542.55 0.003038 5.22 2951.34 599.47 0.25 Reach1 1613.00 A 100-yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 Reach1 1613.00 A 500-yr 13184.00 525.30 544.06 544.30 0.003222 5.84 4028.50 653.41 0.27 Reach1 858.77 10-yr 5344.00 521.80 538.30 535.66 538.57 0.003643 5.57 2011.43 647.43 0.28 Reach1 858.77 50-yr 9075.00 521.80 539.94 537.57 540.21 0.003804 6.18 3170.39 759.74 0.29 Reach1 858.77 100-yr 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 858.77 500-yr 14429.00 521.80 541.27 538.72 541.61 0.004821 7.38 4244.46 865.92 0.33 Reach1 838 Trinity Road Bridge Reach1 828.42 10-yr 5344.00 519.50 535.08 532.30 535.81 0.009786 7.98 1201.38 537.08 0.44 Reach1 828.42 50-yr 9075.00 519.50 536.65 535.70 537.28 0.009035 8.44 2155.94 674.30 0.44 Reach1 828.42 100-yr 10876.00 519.50 537.29 536.10 537.88 0.008598 8.53 2600.06 727.42 0.43 Reach1 828.42 500-yr 14429.00 519.50 538.40 536.77 538.94 0.007822 8.62 3464.23 820.99 0.42 Reach1 4.23 10-yr 5344.00 520.60 533.43 529.91 533.48 0.001050 2.29 3451.90 956.97 0.15 Reach1 4.23 50-yr 9075.00 520.60 534.98 530.75 535.04 0.001052 2.60 4977.57 1012.71 0.15 Reach1 4.23 100-yr 10876.00 520.60 535.62 531.46 535.68 0.001051 2.72 5627.98 1028.54 0.16 Reach1 4.23 500-yr 14429.00 520.60 536.75 531.92 536.83 0.001051 2.93 6807.25 1056.62 0.16 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/CCPP MULTI-FLOW SUMMARY-obsolete.pdf RAS HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 36789.82 T 10-yr 117.00 659.67 662.21 661.52 662.33 0.003370 2.80 41.74 33.99 0.45 Reach1 36789.82 T 50-yr 140.00 659.67 662.20 662.38 0.004871 3.37 41.59 33.93 0.54 Reach1 36789.82 T 100-yr 151.00 659.67 661.94 662.26 0.010282 4.54 33.23 30.28 0.76 Reach1 36789.82 T 500-yr 206.00 659.67 662.08 661.97 662.55 0.013922 5.50 37.45 32.15 0.90 Reach1 36417.31 10-yr 117.00 657.51 659.34 659.34 659.79 0.019626 5.35 21.88 25.36 1.02 Reach1 36417.31 50-yr 140.00 657.51 659.76 660.03 0.008399 4.17 33.57 29.74 0.69 Reach1 36417.31 100-yr 151.00 657.51 660.38 660.50 0.002565 2.82 53.49 34.60 0.40 Reach1 36417.31 500-yr 206.00 657.51 661.61 661.67 0.000777 2.00 103.09 46.41 0.23 Reach1 36076.18 10-yr 117.00 655.35 658.85 658.88 0.000476 1.38 84.75 45.91 0.18 Reach1 36076.18 50-yr 140.00 655.35 659.72 659.73 0.000217 1.09 128.48 55.06 0.13 Reach1 36076.18 100-yr 151.00 655.35 660.34 660.35 0.000128 0.92 165.02 61.67 0.10 Reach1 36076.18 500-yr 206.00 655.35 661.58 661.59 0.000072 0.83 253.46 80.66 0.08 Reach1 35576.95 10-yr 497.00 653.77 657.47 657.78 0.003982 4.43 112.07 51.92 0.53 Reach1 35576.95 50-yr 730.00 653.77 659.03 659.23 0.001588 3.55 208.26 93.76 0.36 Reach1 35576.95 100-yr 838.00 653.77 659.96 660.09 0.000776 2.92 322.28 146.86 0.26 Reach1 35576.95 500-yr 1016.00 653.77 661.44 661.50 0.000253 2.06 759.09 451.67 0.16 Reach1 35531.24 10-yr 497.00 653.90 657.19 655.96 657.59 0.002959 5.11 97.35 90.10 0.50 Reach1 35531.24 50-yr 730.00 653.90 658.67 656.57 659.08 0.001850 5.17 141.17 117.32 0.42 Reach1 35531.24 100-yr 838.00 653.90 659.58 656.82 659.96 0.001362 4.99 168.09 134.05 0.37 Reach1 35531.24 500-yr 1016.00 653.90 661.45 657.22 661.48 0.000140 1.36 753.27 236.79 0.11 Reach1 35510 Locus Street (FM Culvert Reach1 35492.17 10-yr 497.00 653.76 656.52 655.83 657.10 0.005292 6.08 81.72 79.70 0.64 Reach1 35492.17 50-yr 730.00 653.76 657.11 656.43 657.95 0.006012 7.37 99.05 90.33 0.71 Reach1 35492.17 100-yr 838.00 653.76 657.36 656.68 658.32 0.006216 7.87 106.53 94.92 0.73 Reach1 35492.17 500-yr 1016.00 653.76 657.73 657.08 658.89 0.006610 8.65 117.40 101.59 0.77 Reach1 34816.55 S 10-yr 497.00 646.58 651.07 651.07 651.86 0.012345 9.28 123.21 88.40 0.81 Reach1 34816.55 S 50-yr 730.00 646.58 651.68 651.68 652.47 0.011801 9.97 188.18 122.83 0.81 Reach1 34816.55 S 100-yr 838.00 646.58 651.89 651.89 652.68 0.011817 10.28 215.10 134.65 0.82 Reach1 34816.55 S 500-yr 1016.00 646.58 652.20 652.20 652.98 0.011678 10.64 259.45 151.98 0.82 Reach1 33841.53 10-yr 497.00 639.94 646.94 646.96 0.000070 1.19 653.64 166.78 0.08 Reach1 33841.53 50-yr 730.00 639.94 647.22 647.26 0.000128 1.66 701.04 172.87 0.11 Reach1 33841.53 100-yr 838.00 639.94 647.34 647.38 0.000158 1.86 721.25 175.39 0.12 Reach1 33841.53 500-yr 1016.00 639.94 647.52 647.57 0.000211 2.19 752.62 179.25 0.14 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 33813.63 10-yr 497.00 639.96 646.94 641.61 646.96 0.000287 0.93 533.74 165.08 0.09 Reach1 33813.63 50-yr 730.00 639.96 647.22 642.05 647.25 0.000473 1.26 579.77 165.10 0.12 Reach1 33813.63 100-yr 838.00 639.96 647.34 642.24 647.37 0.000561 1.40 598.93 165.11 0.13 Reach1 33813.63 500-yr 1016.00 639.96 647.51 642.52 647.55 0.000706 1.62 628.19 165.12 0.15 Reach1 33813 Inl Struct Reach1 33812.88 10-yr 497.00 639.96 643.09 643.25 0.001884 3.18 156.51 62.71 0.35 Reach1 33812.88 50-yr 730.00 639.96 643.78 643.99 0.001955 3.62 201.91 68.33 0.37 Reach1 33812.88 100-yr 838.00 639.96 644.10 644.32 0.001909 3.74 224.29 70.94 0.37 Reach1 33812.88 500-yr 1016.00 639.96 644.65 644.88 0.001771 3.85 263.93 75.34 0.36 Reach1 33758.79 10-yr 497.00 640.00 642.81 643.07 0.004455 4.06 122.51 65.42 0.52 Reach1 33758.79 50-yr 730.00 640.00 643.55 643.83 0.003481 4.20 173.88 73.21 0.48 Reach1 33758.79 100-yr 838.00 640.00 643.90 644.17 0.003064 4.19 200.19 76.89 0.46 Reach1 33758.79 500-yr 1016.00 640.00 644.49 644.75 0.002471 4.11 247.31 83.08 0.42 Reach1 33125.66 R 10-yr 497.00 637.01 641.32 641.46 0.001585 3.01 165.05 63.11 0.33 Reach1 33125.66 R 50-yr 730.00 637.01 642.49 642.63 0.001129 2.98 245.27 73.90 0.29 Reach1 33125.66 R 100-yr 838.00 637.01 642.96 643.10 0.001021 2.98 281.00 78.22 0.28 Reach1 33125.66 R 500-yr 1016.00 637.01 643.72 643.85 0.000864 2.96 343.05 86.54 0.26 Reach1 32079.78 10-yr 1662.00 632.07 639.99 640.19 0.001118 3.65 473.02 132.12 0.30 Reach1 32079.78 50-yr 2513.00 632.07 640.57 640.92 0.001818 4.77 557.14 154.82 0.39 Reach1 32079.78 100-yr 2922.00 632.07 640.77 641.19 0.002195 5.29 590.48 191.02 0.43 Reach1 32079.78 500-yr 3684.00 632.07 641.05 641.62 0.002935 6.20 652.07 242.32 0.49 Reach1 32045.85 10-yr 1662.00 630.85 640.06 636.13 640.10 0.000163 1.57 1078.20 282.29 0.12 Reach1 32045.85 50-yr 2513.00 630.85 640.69 637.79 640.76 0.000252 2.10 1341.08 530.32 0.15 Reach1 32045.85 100-yr 2922.00 630.85 640.91 638.01 641.00 0.000296 2.33 1459.36 540.09 0.16 Reach1 32045.85 500-yr 3684.00 630.85 641.25 638.01 641.36 0.000383 2.75 1649.76 613.34 0.19 Reach1 32020 Stuart Road Culvert Reach1 31992.36 10-yr 1662.00 630.83 637.53 636.06 639.14 0.006578 10.19 163.04 131.21 0.69 Reach1 31992.36 50-yr 2513.00 630.83 638.02 637.74 638.31 0.002157 4.27 587.92 139.13 0.37 Reach1 31992.36 100-yr 2922.00 630.83 638.46 638.01 638.78 0.002221 4.49 650.71 146.16 0.38 Reach1 31992.36 500-yr 3684.00 630.83 639.20 638.01 639.56 0.002304 4.83 762.80 157.92 0.39 Reach1 31281.2 Q 10-yr 1662.00 628.78 634.77 635.10 0.003636 4.60 361.22 111.89 0.45 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 31281.2 Q 50-yr 2513.00 628.78 634.90 635.60 0.007401 6.68 376.38 113.68 0.65 Reach1 31281.2 Q 100-yr 2922.00 628.78 635.28 636.02 0.007289 6.93 433.89 169.96 0.65 Reach1 31281.2 Q 500-yr 3684.00 628.78 635.74 634.74 636.63 0.007941 7.63 516.97 190.56 0.69 Reach1 30391.02 P 10-yr 1662.00 626.22 631.51 630.42 631.72 0.003905 3.64 456.87 215.83 0.44 Reach1 30391.02 P 50-yr 2513.00 626.22 633.69 630.99 633.79 0.000804 2.54 1131.85 414.95 0.22 Reach1 30391.02 P 100-yr 2922.00 626.22 634.57 631.17 634.65 0.000530 2.33 1683.69 767.04 0.19 Reach1 30391.02 P 500-yr 3684.00 626.22 634.96 631.47 635.06 0.000604 2.61 1992.01 792.34 0.20 Reach1 30339.09 10-yr 1662.00 624.60 631.01 628.94 631.46 0.003179 5.40 307.50 97.86 0.45 Reach1 30339.09 50-yr 2513.00 624.60 633.45 629.89 633.69 0.001146 4.32 1063.81 545.96 0.29 Reach1 30339.09 100-yr 2922.00 624.60 634.40 630.26 634.57 0.000768 3.85 1735.83 888.48 0.24 Reach1 30339.09 500-yr 3684.00 624.60 634.77 630.99 634.97 0.000901 4.30 2076.14 951.17 0.26 Reach1 30315 Sherman Drive Bridge Reach1 30242.84 10-yr 1662.00 624.60 629.46 628.95 630.61 0.010888 8.63 192.67 76.04 0.80 Reach1 30242.84 50-yr 2513.00 624.60 630.25 629.95 632.03 0.012848 10.70 234.95 353.93 0.90 Reach1 30242.84 100-yr 2922.00 624.60 630.58 630.38 632.67 0.013682 11.58 252.39 487.96 0.94 Reach1 30242.84 500-yr 3684.00 624.60 631.15 631.15 633.79 0.014926 13.04 282.57 616.85 1.00 Reach1 29853.37 O 10-yr 1662.00 621.00 626.22 626.93 0.007410 6.73 247.43 80.03 0.64 Reach1 29853.37 O 50-yr 2513.00 621.00 627.38 628.22 0.006154 7.45 374.88 140.73 0.61 Reach1 29853.37 O 100-yr 2922.00 621.00 627.81 628.72 0.005943 7.78 440.88 162.76 0.61 Reach1 29853.37 O 500-yr 3684.00 621.00 628.41 627.32 629.47 0.006105 8.51 580.91 277.40 0.63 Reach1 29237.29 10-yr 1662.00 615.14 623.23 623.68 0.003779 5.35 320.16 105.08 0.43 Reach1 29237.29 50-yr 2513.00 615.14 624.52 625.05 0.004057 6.00 537.23 265.33 0.46 Reach1 29237.29 100-yr 2922.00 615.14 624.92 625.49 0.004254 6.29 660.70 349.08 0.47 Reach1 29237.29 500-yr 3684.00 615.14 625.55 626.13 0.004194 6.58 930.12 456.90 0.47 Reach1 28223.67 N 10-yr 1662.00 611.45 620.04 620.34 0.002833 4.40 413.00 235.79 0.37 Reach1 28223.67 N 50-yr 2513.00 611.45 620.74 621.17 0.003633 5.43 612.49 301.67 0.43 Reach1 28223.67 N 100-yr 2922.00 611.45 621.16 621.60 0.003516 5.59 743.23 324.14 0.43 Reach1 28223.67 N 500-yr 3684.00 611.45 621.78 622.27 0.003609 6.03 964.53 424.47 0.44 Reach1 28170.27 10-yr 1662.00 611.84 619.58 615.98 620.17 0.002479 6.16 269.88 118.08 0.39 Reach1 28170.27 50-yr 2513.00 611.84 620.82 617.28 620.99 0.001112 3.33 847.83 411.53 0.25 Reach1 28170.27 100-yr 2922.00 611.84 621.23 617.86 621.42 0.001161 3.53 1031.50 473.62 0.25 Reach1 28170.27 500-yr 3684.00 611.84 621.87 618.88 622.08 0.001228 3.83 1357.92 556.82 0.26 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 28145 E. Windsor Drive Culvert Reach1 28117.26 10-yr 1662.00 611.67 618.88 615.81 619.56 0.003155 6.63 250.74 110.48 0.44 Reach1 28117.26 50-yr 2513.00 611.67 617.13 617.13 619.85 0.018189 13.23 189.99 92.13 1.00 Reach1 28117.26 100-yr 2922.00 611.67 617.70 617.70 620.72 0.017714 13.94 209.63 98.06 1.00 Reach1 28117.26 500-yr 3684.00 611.67 620.80 618.72 621.46 0.003672 6.56 659.17 417.42 0.46 Reach1 27221.49 10-yr 1662.00 606.23 613.53 611.88 614.38 0.013778 7.41 224.44 54.47 0.64 Reach1 27221.49 50-yr 2513.00 606.23 615.24 615.69 0.016671 5.39 465.94 220.13 0.65 Reach1 27221.49 100-yr 2922.00 606.23 615.61 616.05 0.013488 5.34 547.16 224.70 0.60 Reach1 27221.49 500-yr 3684.00 606.23 616.54 616.89 0.007206 4.82 786.45 310.85 0.46 Reach1 26191.66 M 10-yr 3000.00 600.60 611.42 611.55 0.001420 2.96 1034.31 213.01 0.22 Reach1 26191.66 M 50-yr 4400.00 600.60 612.55 612.74 0.001549 3.51 1310.02 251.35 0.24 Reach1 26191.66 M 100-yr 4800.00 600.60 612.72 612.92 0.001684 3.72 1351.45 253.19 0.25 Reach1 26191.66 M 500-yr 6485.00 600.60 613.36 613.66 0.002197 4.51 1515.80 260.39 0.29 Reach1 26141.04 10-yr 3000.00 601.26 611.35 607.50 611.48 0.001114 2.92 1078.93 287.48 0.20 Reach1 26141.04 50-yr 4400.00 601.26 612.50 609.31 612.66 0.001201 3.39 1516.94 493.21 0.22 Reach1 26141.04 100-yr 4800.00 601.26 612.66 609.81 612.84 0.001284 3.55 1598.70 500.46 0.23 Reach1 26141.04 500-yr 6485.00 601.26 613.31 610.90 613.54 0.001540 4.11 1935.23 529.28 0.25 Reach1 26118 Nottingham Drive Culvert Reach1 26097.11 10-yr 3000.00 601.09 607.32 607.32 610.42 0.026526 14.12 212.39 115.96 1.00 Reach1 26097.11 50-yr 4400.00 601.09 610.63 609.21 610.98 0.003284 4.76 932.34 201.69 0.35 Reach1 26097.11 100-yr 4800.00 601.09 610.80 610.00 611.19 0.003580 5.04 967.57 221.32 0.36 Reach1 26097.11 500-yr 6485.00 601.09 611.84 610.00 612.31 0.003554 5.59 1262.95 345.91 0.37 Reach1 24854.98 L 10-yr 3000.00 591.98 601.76 601.37 603.29 0.012948 10.09 337.34 119.40 0.79 Reach1 24854.98 L 50-yr 4400.00 591.98 603.63 604.91 0.007860 9.69 606.90 163.33 0.65 Reach1 24854.98 L 100-yr 4800.00 591.98 604.35 605.45 0.006171 9.17 728.11 174.70 0.58 Reach1 24854.98 L 500-yr 6485.00 591.98 605.68 606.85 0.005638 9.75 971.50 190.52 0.57 Reach1 24146.55 10-yr 3000.00 590.95 600.54 595.49 600.89 0.001246 4.76 629.65 72.80 0.28 Reach1 24146.55 50-yr 4400.00 590.95 602.01 596.60 602.57 0.001608 6.00 733.91 261.09 0.33 Reach1 24146.55 100-yr 4800.00 590.95 602.50 596.89 603.09 0.001921 6.19 775.85 352.19 0.33 Reach1 24146.55 500-yr 6485.00 590.95 603.69 598.06 604.34 0.002329 6.76 1395.29 473.54 0.34 Reach1 24130 Burning Tree Lan Culvert HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 24099.6 10-yr 3000.00 590.74 600.27 595.94 600.68 0.001660 5.19 578.52 87.20 0.32 Reach1 24099.6 50-yr 4400.00 590.74 601.46 597.04 602.15 0.002261 6.63 663.58 87.38 0.38 Reach1 24099.6 100-yr 4800.00 590.74 602.19 597.34 602.69 0.001942 5.69 918.47 346.61 0.32 Reach1 24099.6 500-yr 6485.00 590.74 603.64 598.50 604.17 0.001854 6.11 1524.76 485.97 0.32 Reach1 24005.85 10-yr 3000.00 590.32 600.17 600.47 0.001720 4.39 683.88 108.60 0.31 Reach1 24005.85 50-yr 4400.00 590.32 601.38 601.82 0.002180 5.33 865.21 216.13 0.35 Reach1 24005.85 100-yr 4800.00 590.32 602.05 602.48 0.001892 5.27 1031.42 401.66 0.33 Reach1 24005.85 500-yr 6485.00 590.32 603.55 603.96 0.001573 5.40 1708.09 503.13 0.31 Reach1 22889.88 K 10-yr 4061.00 585.44 597.42 597.90 0.002871 5.59 732.54 121.20 0.38 Reach1 22889.88 K 50-yr 4929.00 585.44 598.75 599.23 0.002297 5.61 932.76 184.85 0.35 Reach1 22889.88 K 100-yr 5738.00 585.44 599.44 599.97 0.002302 5.94 1067.22 200.32 0.35 Reach1 22889.88 K 500-yr 7352.00 585.44 600.30 601.00 0.002671 6.81 1248.46 226.18 0.39 Reach1 22842.67 10-yr 4061.00 585.07 597.37 590.11 597.79 0.001083 5.21 779.44 173.23 0.26 Reach1 22842.67 50-yr 4929.00 585.07 598.82 590.81 599.04 0.000689 3.74 1358.59 265.54 0.20 Reach1 22842.67 100-yr 5738.00 585.07 599.59 591.41 599.74 0.000492 3.06 2013.60 401.19 0.17 Reach1 22842.67 500-yr 7352.00 585.07 600.50 592.56 600.69 0.000580 3.52 2470.40 568.43 0.19 Reach1 22817 Old North Road Culvert Reach1 22793.56 10-yr 4061.00 584.07 596.41 589.03 596.54 0.000545 2.87 1417.34 165.88 0.17 Reach1 22793.56 50-yr 4929.00 584.07 597.30 589.72 597.46 0.000608 3.14 1568.07 173.23 0.18 Reach1 22793.56 100-yr 5738.00 584.07 598.06 590.31 598.23 0.000655 3.37 1702.29 197.97 0.19 Reach1 22793.56 500-yr 7352.00 584.07 599.36 591.41 599.58 0.000706 3.77 2049.12 357.23 0.20 Reach1 22493.9 10-yr 4061.00 584.90 594.88 595.88 0.007199 8.03 506.02 88.41 0.58 Reach1 22493.9 50-yr 4929.00 584.90 595.50 596.70 0.007800 8.80 563.66 99.10 0.62 Reach1 22493.9 100-yr 5738.00 584.90 596.01 597.39 0.008315 9.45 618.62 114.77 0.64 Reach1 22493.9 500-yr 7352.00 584.90 596.86 595.11 598.60 0.009186 10.63 735.09 181.06 0.69 Reach1 21594.3 10-yr 4061.00 581.03 591.95 592.29 0.002316 4.82 999.99 286.87 0.34 Reach1 21594.3 50-yr 4929.00 581.03 592.61 592.98 0.002294 5.12 1195.98 306.00 0.34 Reach1 21594.3 100-yr 5738.00 581.03 593.15 593.56 0.002292 5.39 1369.23 328.80 0.35 Reach1 21594.3 500-yr 7352.00 581.03 594.13 594.58 0.002266 5.81 1722.28 467.75 0.35 Reach1 20540.43 J 10-yr 4061.00 576.71 589.49 589.79 0.002430 4.40 930.65 191.56 0.33 Reach1 20540.43 J 50-yr 4929.00 576.71 590.10 590.45 0.002541 4.77 1060.58 275.12 0.35 Reach1 20540.43 J 100-yr 5738.00 576.71 590.64 591.03 0.002573 5.04 1216.22 303.17 0.35 Reach1 20540.43 J 500-yr 7352.00 576.71 591.81 592.22 0.002275 5.26 1614.24 383.74 0.34 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 19140.02 10-yr 4061.00 573.64 586.98 587.20 0.001501 4.73 1651.06 471.94 0.28 Reach1 19140.02 50-yr 4929.00 573.64 587.56 587.78 0.001530 4.97 1924.68 487.04 0.28 Reach1 19140.02 100-yr 5738.00 573.64 588.50 588.68 0.001196 4.67 2395.24 511.47 0.25 Reach1 19140.02 500-yr 7352.00 573.64 590.31 590.45 0.000800 4.24 3360.48 553.58 0.21 Reach1 19078.49 10-yr 4061.00 575.02 586.65 583.99 586.99 0.005250 5.36 1282.95 504.93 0.33 Reach1 19078.49 50-yr 4929.00 575.02 587.25 585.30 587.57 0.004931 5.45 1595.71 533.64 0.33 Reach1 19078.49 100-yr 5738.00 575.02 588.32 585.82 588.54 0.003250 4.78 2191.86 583.65 0.27 Reach1 19078.49 500-yr 7352.00 575.02 590.22 586.46 590.36 0.001859 4.07 3522.36 856.74 0.21 Reach1 19058 Mingo Road Culvert Reach1 19042.91 10-yr 4061.00 574.10 585.20 583.21 586.10 0.012991 7.75 669.46 373.17 0.51 Reach1 19042.91 50-yr 4929.00 574.10 587.13 583.21 587.47 0.004746 5.48 1566.96 527.15 0.32 Reach1 19042.91 100-yr 5738.00 574.10 588.21 583.66 588.44 0.003179 4.83 2162.57 577.95 0.27 Reach1 19042.91 500-yr 7352.00 574.10 590.19 586.29 590.33 0.001787 4.07 3529.34 854.17 0.21 Reach1 18997.21 10-yr 4176.00 571.93 585.13 580.20 585.56 0.004028 5.26 794.31 721.61 0.31 Reach1 18997.21 50-yr 5985.00 571.93 587.24 581.32 587.28 0.000381 1.91 4936.80 850.11 0.10 Reach1 18997.21 100-yr 7007.00 571.93 588.27 581.90 588.31 0.000343 1.91 5831.95 887.16 0.09 Reach1 18997.21 500-yr 8662.00 571.93 590.22 582.78 590.26 0.000260 1.83 7632.35 956.96 0.08 Reach1 18975 Mingo RR Bridge Reach1 18967.14 10-yr 4176.00 571.93 584.54 580.20 585.03 0.005040 5.61 744.08 676.90 0.34 Reach1 18967.14 50-yr 5985.00 571.93 585.61 581.33 586.40 0.006948 7.14 838.63 763.13 0.41 Reach1 18967.14 100-yr 7007.00 571.93 586.15 581.90 587.12 0.007924 7.91 886.19 810.57 0.44 Reach1 18967.14 500-yr 8662.00 571.93 587.12 582.79 588.35 0.008923 8.92 971.19 845.74 0.47 Reach1 18596.96 I 10-yr 4176.00 568.25 581.50 578.67 582.27 0.011694 7.31 769.02 421.03 0.48 Reach1 18596.96 I 50-yr 5985.00 568.25 583.49 580.77 583.88 0.005647 5.98 1790.38 578.55 0.35 Reach1 18596.96 I 100-yr 7007.00 568.25 584.50 584.78 0.004010 5.41 2424.61 671.06 0.30 Reach1 18596.96 I 500-yr 8662.00 568.25 586.46 586.61 0.001967 4.26 3872.83 812.96 0.22 Reach1 18523.65 10-yr 4176.00 569.71 580.25 581.26 0.014884 8.06 517.90 75.37 0.54 Reach1 18523.65 50-yr 5985.00 569.71 581.43 582.93 0.019218 9.81 609.80 79.73 0.63 Reach1 18523.65 100-yr 7007.00 569.71 582.28 583.94 0.019473 10.32 678.67 82.85 0.64 Reach1 18523.65 500-yr 8662.00 569.71 584.54 586.06 0.014605 9.90 875.01 91.15 0.56 Reach1 18234.52 10-yr 4176.00 570.55 579.01 579.17 0.004468 4.04 1419.99 292.12 0.29 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 18234.52 50-yr 5985.00 570.55 580.61 580.79 0.003702 4.27 1902.88 312.84 0.28 Reach1 18234.52 100-yr 7007.00 570.55 581.79 581.96 0.003054 4.28 2306.84 382.24 0.26 Reach1 18234.52 500-yr 8662.00 570.55 584.20 584.38 0.002583 4.64 3480.96 711.05 0.25 Reach1 17743.03 10-yr 4975.00 567.37 576.84 571.10 577.13 0.002557 4.31 1154.16 192.12 0.25 Reach1 17743.03 50-yr 6203.00 567.37 578.65 571.67 578.97 0.002215 4.51 1375.48 202.52 0.24 Reach1 17743.03 100-yr 7270.00 567.37 579.99 572.18 580.34 0.002093 4.72 1538.76 246.69 0.23 Reach1 17743.03 500-yr 8954.00 567.37 582.75 572.88 583.10 0.001644 4.78 1874.73 497.82 0.21 Reach1 17633 US Hwy 377 Culvert Reach1 17512.92 10-yr 4975.00 565.80 576.40 569.53 576.63 0.001752 3.85 1293.06 218.72 0.21 Reach1 17512.92 50-yr 6203.00 565.80 577.89 570.12 578.17 0.001755 4.20 1475.40 231.98 0.21 Reach1 17512.92 100-yr 7270.00 565.80 578.86 570.59 579.18 0.001865 4.56 1593.27 469.72 0.22 Reach1 17512.92 500-yr 8954.00 565.80 580.85 571.30 580.99 0.000877 3.13 3449.97 500.84 0.15 Reach1 17500 10-yr 4975.00 566.69 576.16 572.18 576.47 0.000974 4.44 1121.73 180.22 0.31 Reach1 17500 50-yr 6203.00 566.69 577.74 572.76 578.04 0.000770 4.37 1418.55 195.08 0.29 Reach1 17500 100-yr 7270.00 566.69 578.74 573.20 579.06 0.000723 4.49 1618.84 205.10 0.28 Reach1 17500 500-yr 8954.00 566.69 580.55 573.87 580.86 0.000578 4.48 2011.52 261.71 0.26 Reach1 17400 10-yr 4975.00 565.45 575.97 572.22 576.35 0.001216 4.92 1011.05 162.69 0.35 Reach1 17400 50-yr 6203.00 565.45 577.58 572.83 577.95 0.000956 4.83 1285.57 178.04 0.32 Reach1 17400 100-yr 7270.00 565.45 578.59 573.33 578.97 0.000902 4.95 1469.26 187.61 0.31 Reach1 17400 500-yr 8954.00 565.45 580.42 574.04 580.79 0.000743 4.90 1828.64 247.96 0.29 Reach1 17300 10-yr 4975.00 564.86 575.65 570.34 576.24 0.000206 6.24 884.28 115.30 0.34 Reach1 17300 50-yr 6203.00 564.86 577.12 571.17 577.81 0.000203 6.75 1055.70 127.28 0.34 Reach1 17300 100-yr 7270.00 564.86 577.99 571.86 578.80 0.000217 7.33 1161.60 134.40 0.36 Reach1 17300 500-yr 8954.00 564.86 579.67 572.86 580.59 0.000214 7.89 1369.91 152.42 0.37 Reach1 17260 Culvert Reach1 17210 10-yr 4975.00 564.86 575.27 575.81 0.000275 5.91 841.76 112.23 0.38 Reach1 17210 50-yr 6203.00 564.86 576.64 577.24 0.000256 6.21 999.39 123.41 0.38 Reach1 17210 100-yr 7270.00 564.86 577.23 577.95 0.000288 6.80 1069.41 128.21 0.40 Reach1 17210 500-yr 8954.00 564.86 578.21 579.09 0.000320 7.54 1188.28 136.16 0.43 Reach1 17020 10-yr 4975.00 565.37 575.22 575.72 0.005716 4.19 905.02 206.99 0.29 Reach1 17020 50-yr 6203.00 565.37 576.67 577.10 0.004177 3.97 1224.27 264.62 0.25 Reach1 17020 100-yr 7270.00 565.37 577.29 577.76 0.004240 4.22 1406.41 318.81 0.26 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 17020 500-yr 8954.00 565.37 578.34 578.83 0.003968 4.42 1776.47 366.50 0.26 Reach1 14598.35 10-yr 4988.00 563.12 574.79 569.95 574.94 0.001697 3.53 1626.21 294.66 0.22 Reach1 14598.35 50-yr 7686.00 563.12 576.08 570.98 576.29 0.002550 3.90 2074.13 393.60 0.25 Reach1 14598.35 100-yr 9068.00 563.12 576.67 571.49 576.91 0.002792 3.96 2321.82 528.28 0.25 Reach1 14598.35 500-yr 11731.00 563.12 577.71 572.52 577.97 0.002983 4.35 2994.33 691.58 0.26 Reach1 14550 10-yr 4988.00 562.58 574.65 574.84 0.001956 3.04 1450.99 356.89 0.19 Reach1 14550 50-yr 7686.00 562.58 575.93 576.17 0.002375 3.68 1999.42 550.21 0.21 Reach1 14550 100-yr 9068.00 562.58 576.52 576.77 0.002673 4.06 2366.02 670.89 0.22 Reach1 14550 500-yr 11731.00 562.58 577.58 577.83 0.002512 4.20 3156.09 793.69 0.22 Reach1 14500 10-yr 4988.00 563.63 574.28 570.56 574.38 0.003261 2.88 1987.27 553.55 0.22 Reach1 14500 50-yr 7686.00 563.63 575.53 571.77 575.66 0.003212 3.00 2729.71 618.56 0.23 Reach1 14500 100-yr 9068.00 563.63 576.10 572.18 576.24 0.003130 2.97 3086.09 640.07 0.23 Reach1 14500 500-yr 11731.00 563.63 577.19 572.81 577.34 0.002797 2.95 3816.32 680.95 0.23 Reach1 14400 10-yr 4988.00 564.05 574.29 574.36 0.000251 0.94 2495.25 654.89 0.07 Reach1 14400 50-yr 7686.00 564.05 575.55 575.64 0.000233 0.97 3367.95 729.89 0.06 Reach1 14400 100-yr 9068.00 564.05 576.12 576.22 0.000226 1.00 3792.79 758.85 0.06 Reach1 14400 500-yr 11731.00 564.05 577.21 577.32 0.000208 1.05 4650.59 814.18 0.06 Reach1 14300 10-yr 4988.00 559.18 573.96 574.12 0.002719 3.09 1663.52 561.43 0.21 Reach1 14300 50-yr 7686.00 559.18 575.26 575.43 0.002255 3.16 2396.97 570.58 0.20 Reach1 14300 100-yr 9068.00 559.18 575.84 576.02 0.002110 3.20 2729.45 574.67 0.19 Reach1 14300 500-yr 11731.00 559.18 576.94 577.14 0.001969 3.35 3388.65 648.79 0.19 Reach1 14200 10-yr 4988.00 560.10 573.41 569.23 573.50 0.001593 3.47 2481.71 607.89 0.21 Reach1 14200 50-yr 7686.00 560.10 574.82 570.23 574.93 0.001442 3.63 3352.75 636.15 0.21 Reach1 14200 100-yr 9068.00 560.10 575.44 570.68 575.55 0.001402 3.74 3747.39 649.43 0.21 Reach1 14200 500-yr 11731.00 560.10 576.55 571.34 576.68 0.001457 4.08 4512.12 745.27 0.22 Reach1 14150 10-yr 4988.00 556.99 572.44 572.69 0.002648 5.06 1502.24 331.68 0.28 Reach1 14150 50-yr 7686.00 556.99 573.84 574.16 0.003073 5.93 2012.67 374.76 0.30 Reach1 14150 100-yr 9068.00 556.99 574.45 574.80 0.003216 6.28 2242.78 381.46 0.31 Reach1 14150 500-yr 11731.00 556.99 575.51 575.91 0.003412 6.83 2655.10 395.27 0.33 Reach1 14100 10-yr 4988.00 556.68 571.79 571.93 0.001102 3.15 1841.62 488.02 0.24 Reach1 14100 50-yr 7686.00 556.68 573.21 573.38 0.001100 3.56 2538.62 495.57 0.24 Reach1 14100 100-yr 9068.00 556.68 573.82 574.00 0.001112 3.76 2842.17 498.78 0.24 Reach1 14100 500-yr 11731.00 556.68 574.89 575.10 0.001132 4.09 3378.72 506.84 0.25 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 14075 10-yr 4988.00 555.05 570.56 571.02 0.004083 6.34 1253.49 370.07 0.33 Reach1 14075 50-yr 7686.00 555.05 571.96 572.46 0.004428 7.13 1803.50 411.01 0.35 Reach1 14075 100-yr 9068.00 555.05 572.59 573.10 0.004390 7.33 2066.54 426.37 0.35 Reach1 14075 500-yr 11731.00 555.05 573.70 574.22 0.004206 7.57 2554.33 452.70 0.35 Reach1 14037 10-yr 4988.00 554.85 570.62 570.73 0.000511 2.69 1863.68 267.10 0.17 Reach1 14037 50-yr 7686.00 554.85 571.97 572.16 0.000709 3.48 2238.90 300.57 0.21 Reach1 14037 100-yr 9068.00 554.85 572.57 572.79 0.000793 3.83 2410.76 311.65 0.22 Reach1 14037 500-yr 11731.00 554.85 573.63 573.93 0.000925 4.42 2714.69 338.10 0.24 Reach1 13971 10-yr 4988.00 557.16 570.56 564.17 570.70 0.000315 2.96 1688.49 231.44 0.18 Reach1 13971 50-yr 7686.00 557.16 571.88 565.31 572.11 0.000433 3.84 1995.23 235.38 0.22 Reach1 13971 100-yr 9068.00 557.16 572.46 565.90 572.74 0.000485 4.23 2131.95 237.12 0.24 Reach1 13971 500-yr 11731.00 557.16 573.47 566.86 573.86 0.000568 4.89 2374.06 238.00 0.26 Reach1 13900 Bridge Reach1 13893 10-yr 4988.00 557.60 570.46 565.06 570.64 0.000406 3.52 1569.91 225.44 0.21 Reach1 13893 50-yr 7686.00 557.60 571.72 566.28 572.02 0.000586 4.63 1849.74 231.76 0.26 Reach1 13893 100-yr 9068.00 557.60 572.27 566.89 572.64 0.000669 5.13 1973.19 233.34 0.28 Reach1 13893 500-yr 11731.00 557.60 573.21 567.77 573.72 0.000814 6.00 2189.19 236.08 0.31 Reach1 13876 10-yr 4988.00 556.87 570.37 565.28 570.62 0.000537 3.98 1291.36 178.96 0.24 Reach1 13876 50-yr 7686.00 556.87 571.55 566.50 571.98 0.000799 5.30 1505.98 185.30 0.30 Reach1 13876 100-yr 9068.00 556.87 572.05 567.03 572.58 0.000924 5.90 1599.81 187.50 0.33 Reach1 13876 500-yr 11731.00 556.87 572.91 567.96 573.64 0.001150 6.95 1762.14 190.83 0.37 Reach1 13850 Bridge Reach1 13823 10-yr 4988.00 555.44 570.35 570.53 0.000353 3.43 1461.04 181.61 0.20 Reach1 13823 50-yr 7686.00 555.44 571.52 571.85 0.000539 4.59 1677.16 189.34 0.25 Reach1 13823 100-yr 9068.00 555.44 572.02 572.42 0.000628 5.12 1771.89 191.19 0.28 Reach1 13823 500-yr 11731.00 555.44 572.86 573.43 0.000790 6.04 1934.34 193.54 0.31 Reach1 13778 10-yr 4988.00 554.56 570.26 570.50 0.000666 4.10 1385.07 304.90 0.26 Reach1 13778 50-yr 7686.00 554.56 571.39 571.79 0.000945 5.35 1642.65 333.65 0.32 Reach1 13778 100-yr 9068.00 554.56 571.88 572.36 0.001079 5.93 1752.42 345.91 0.34 Reach1 13778 500-yr 11731.00 554.56 572.70 573.36 0.001319 6.93 1939.09 368.55 0.38 Reach1 13737 10-yr 4988.00 554.49 570.21 570.45 0.002334 4.28 1382.53 343.05 0.28 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 13737 50-yr 7686.00 554.49 571.37 571.69 0.002618 5.00 1786.13 352.52 0.31 Reach1 13737 100-yr 9068.00 554.49 571.87 572.23 0.002744 5.33 1963.44 356.71 0.32 Reach1 13737 500-yr 11731.00 554.49 572.73 573.17 0.002947 5.87 2272.94 363.90 0.33 Reach1 13158.3 F 10-yr 4988.00 552.20 568.62 568.82 0.003877 4.66 2187.11 792.44 0.28 Reach1 13158.3 F 50-yr 7686.00 552.20 569.80 569.99 0.003771 5.00 3182.59 894.20 0.28 Reach1 13158.3 F 100-yr 9068.00 552.20 570.32 570.51 0.003702 5.12 3658.95 935.74 0.28 Reach1 13158.3 F 500-yr 11731.00 552.20 571.24 571.43 0.003549 5.31 4551.73 1008.99 0.28 Reach1 12342.79 E 10-yr 4988.00 549.50 567.10 567.17 0.001571 3.27 3600.24 1089.47 0.17 Reach1 12342.79 E 50-yr 7686.00 549.50 568.39 568.45 0.001503 3.44 5081.24 1214.70 0.17 Reach1 12342.79 E 100-yr 9068.00 549.50 568.94 569.01 0.001484 3.52 5771.00 1266.34 0.17 Reach1 12342.79 E 500-yr 11731.00 549.50 569.93 570.00 0.001431 3.63 7071.17 1358.35 0.17 Reach1 11243.77 D 10-yr 5369.00 547.90 563.21 563.43 0.007117 5.22 1554.65 477.38 0.33 Reach1 11243.77 D 50-yr 8482.00 547.90 564.52 564.79 0.007018 5.75 2230.54 555.75 0.34 Reach1 11243.77 D 100-yr 10050.00 547.90 565.12 565.40 0.006782 5.90 2578.62 592.08 0.33 Reach1 11243.77 D 500-yr 13184.00 547.90 566.26 566.56 0.006235 6.10 3294.48 663.47 0.33 Reach1 9166.97 C 10-yr 5369.00 541.90 558.88 558.96 0.001379 3.36 3488.10 868.88 0.17 Reach1 9166.97 C 50-yr 8482.00 541.90 560.63 560.70 0.001246 3.50 5059.99 929.95 0.17 Reach1 9166.97 C 100-yr 10050.00 541.90 561.36 561.44 0.001222 3.59 5750.89 955.56 0.17 Reach1 9166.97 C 500-yr 13184.00 541.90 562.67 562.76 0.001207 3.78 7040.44 1015.31 0.17 Reach1 7402.47 10-yr 5369.00 537.40 556.36 556.60 0.002341 4.85 2097.00 484.74 0.23 Reach1 7402.47 50-yr 8482.00 537.40 558.32 558.58 0.002473 5.45 3175.02 616.70 0.24 Reach1 7402.47 100-yr 10050.00 537.40 559.11 559.37 0.002510 5.67 3683.68 670.00 0.25 Reach1 7402.47 500-yr 13184.00 537.40 560.48 560.75 0.002568 6.04 4666.46 773.09 0.25 Reach1 6150.39 10-yr 5369.00 534.70 553.35 553.64 0.002798 5.22 1871.11 459.16 0.25 Reach1 6150.39 50-yr 8482.00 534.70 555.20 555.51 0.002973 5.87 2781.23 521.04 0.26 Reach1 6150.39 100-yr 10050.00 534.70 555.94 556.27 0.003061 6.14 3175.00 542.80 0.27 Reach1 6150.39 500-yr 13184.00 534.70 557.20 557.56 0.003240 6.64 3882.71 579.94 0.28 Reach1 5205.99 10-yr 5369.00 532.10 550.50 550.72 0.003742 3.76 1443.70 305.12 0.27 Reach1 5205.99 50-yr 8482.00 532.10 552.39 552.67 0.003435 4.33 2257.10 553.36 0.27 Reach1 5205.99 100-yr 10050.00 532.10 553.13 553.43 0.003366 4.55 2701.93 650.20 0.27 Reach1 5205.99 500-yr 13184.00 532.10 554.42 554.75 0.003194 4.87 3648.77 819.04 0.27 Reach1 4266.94 10-yr 5369.00 529.50 546.57 547.06 0.004076 6.11 1365.68 352.50 0.31 Reach1 4266.94 50-yr 8482.00 529.50 548.43 549.00 0.004600 7.12 2139.28 481.13 0.33 HEC-RAS Plan: PP-MF River: Cooper Creek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 4266.94 100-yr 10050.00 529.50 549.18 549.77 0.004717 7.46 2522.42 533.47 0.34 Reach1 4266.94 500-yr 13184.00 529.50 550.49 551.12 0.004990 8.11 3328.66 716.71 0.35 Reach1 3456.28 B 10-yr 5369.00 527.20 544.78 544.96 0.001865 4.25 2116.66 469.66 0.21 Reach1 3456.28 B 50-yr 8482.00 527.20 546.48 546.70 0.002099 4.89 2978.62 541.10 0.23 Reach1 3456.28 B 100-yr 10050.00 527.20 547.20 547.43 0.002172 5.14 3376.41 567.44 0.23 Reach1 3456.28 B 500-yr 13184.00 527.20 548.45 548.70 0.002283 5.55 4106.34 604.45 0.24 Reach1 1613.00 A 10-yr 5369.00 525.30 540.72 540.92 0.003147 4.86 2024.85 540.27 0.25 Reach1 1613.00 A 50-yr 8482.00 525.30 542.34 542.55 0.003038 5.22 2951.34 599.47 0.25 Reach1 1613.00 A 100-yr 10050.00 525.30 542.97 543.19 0.003089 5.43 3337.89 619.51 0.26 Reach1 1613.00 A 500-yr 13184.00 525.30 544.06 544.30 0.003222 5.84 4028.50 653.41 0.27 Reach1 858.77 10-yr 5344.00 521.80 538.30 535.66 538.57 0.003643 5.57 2011.43 647.43 0.28 Reach1 858.77 50-yr 9075.00 521.80 539.94 537.57 540.21 0.003804 6.18 3170.39 759.74 0.29 Reach1 858.77 100-yr 10876.00 521.80 540.42 538.06 540.72 0.004204 6.64 3544.74 797.01 0.31 Reach1 858.77 500-yr 14429.00 521.80 541.27 538.72 541.61 0.004821 7.38 4244.46 865.92 0.33 Reach1 838 Trinity Road Bridge Reach1 828.42 10-yr 5344.00 519.50 535.08 532.30 535.81 0.009786 7.98 1201.38 537.08 0.44 Reach1 828.42 50-yr 9075.00 519.50 536.65 535.70 537.28 0.009035 8.44 2155.94 674.30 0.44 Reach1 828.42 100-yr 10876.00 519.50 537.29 536.10 537.88 0.008598 8.53 2600.06 727.42 0.43 Reach1 828.42 500-yr 14429.00 519.50 538.40 536.77 538.94 0.007822 8.62 3464.23 820.99 0.42 Reach1 4.23 10-yr 5344.00 520.60 533.43 529.91 533.48 0.001050 2.29 3451.90 956.97 0.15 Reach1 4.23 50-yr 9075.00 520.60 534.98 530.75 535.04 0.001052 2.60 4977.57 1012.71 0.15 Reach1 4.23 100-yr 10876.00 520.60 535.62 531.46 535.68 0.001051 2.72 5627.98 1028.54 0.16 Reach1 4.23 500-yr 14429.00 520.60 536.75 531.92 536.83 0.001051 2.93 6807.25 1056.62 0.16 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p01.comp_msgs.txt Steady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.39 sec Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p02.comp_msgs.txt Steady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.58 sec Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.rep Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/04 Duplicate Effective Report.pdf 2011CC1DE.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Stream CC-1 Duplicate Effective Project File : 2011CC1DE.prj Run Date and Time: 3/12/2024 1:02:25 PM Project in English units Project Description: DENTON FIS 1984 100 YEAR NATURAL PROFILE (FOR M1 ENC.) COOPER CREEK TRIB 1 JAH PLAN DATA Plan Title: Multi-flow Plan File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'B' - STREAM CC-1\01 Duplicate Effective Hec-Ras ver. 6.3.1\2011CC1DE.p02 Geometry Title: Imported Geom 01 Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'B' - STREAM CC-1\01 Duplicate Effective Hec-Ras ver. 6.3.1\2011CC1DE.g01 Flow Title : multi-flow Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'B' - STREAM CC-1\01 Duplicate Effective Hec-Ras ver. 6.3.1\2011CC1DE.f02 Plan Summary Information: Number of: Cross Sections = 20 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow Encroachment Data Equal Conveyance = True Left Offset = 0 Right Offset = 0 River = RIVER-1 Reach = Reach-1 RS Profile Method Value1 Value2 480 50-year 50-year 1 1349.8 1438.8 1360 50-year 50-year 0 1710 50-year 50-year 1 1124.5 1254.5 1910 50-year 50-year 1 1137.1 1256.4 2180 50-year 1 1138.5 1238.5 2400 50-year 1 1109.5 1199.5 2620 50-year 50-year 50-year 50-year 1 1195.5 1315.5 4230 50-year 1 1200 1350 4490 50-year 1 1271.1 1361.4 4800 50-year 50-year 1 1004.4 1254 5090 50-year 50-year 0 5120 50-year 50-year 1 1200 1400 FLOW DATA Flow Title: multi-flow Flow File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendice s\APPENDIX 'B' - STREAM CC-1\01 Duplicate Effective Hec-Ras ver. 6.3.1\2011CC1DE.f02 Flow Data (cfs) River Reach RS 10-year 50-year 100-year 500-year RIVER-1 Reach-1 5150 RIVER-1 Reach- 2500 3000 Boundary Conditions River Reach Profile Upstream Downstream RIVER-1 Reach-1 10-year Known WS = 575.46 RIVER-1 Reach-1 50-year Known WS = 576.06 RIVER-1 Reach-1 100-year Known WS = 576.25 RIVER-1 Reach-1 500-year Known WS = 576.33 GEOMETRY DATA Geometry Title: Imported Geom 01 Geometry File : p:\Projects\GEES1354 - Prominence\Submittals\LOMR\2024-03-12 2nd Submittal\Appendices\APPENDIX 'B' - STREAM CC-1\01 Duplicate Effective Hec-Ras ver. 6.3.1\2011CC1DE.g01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5150 INPUT Description: AUG 1983 FS 15 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .9 1100 602.3 1200 601.3 1300 600.5 1374 599.6 1379 596.4 1380 595.7 1381 596.2 1400 600.1 1410 600.6 1417 599 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 680 .08 1374 .06 1400 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5120 INPUT Description: This is a REPEATED section. Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 5105 INPUT Description: Bridge #2 Distance from Upstream XS = 1 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Upstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Downstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5090 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1379 600 1379 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5060 INPUT Description: AUG 1983 FS 13 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 604 850 602.9 950 601.5 1000 600. .5 1226 599.5 1228 595.9 1233 595.7 1240 596.1 1256 604.6 1300 604.9 1400 605.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 550 .08 1226 .06 1256 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 280 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4800 INPUT Description: AUG 1983 FS 12 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 602.7 1100 599.6 1200 599.8 1300 599.5 1335 598.3 1338 594 1345 593.5 1350 593.8 1365 599.2 1400 600.5 1557 603.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1335 .06 1365 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4490 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev . .7 1288 596.2 1290 592.3 1301 591.6 1315 592.1 1317 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .08 1288 .06 1317 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 190 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4230 INPUT Description: AUG 1983 FS 11 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 598.9 1100 598.4 1172 597.5 1200 594.5 1213 590.6 1216 590.1 1218 590.6 1225 593.4 1300 594.9 1350 593. 1600 598.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1200 .06 1225 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 350 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3730 INPUT Description: AUG 1983 FS 10 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 597.6 1100 595.8 1200 591.9 1211 588.4 1215 587.7 1219 588.4 1223 591.3 1300 592.9 1400 594.8 1450 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1200 .06 1223 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 300 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3420 INPUT Description: AUG 1983 FS 9 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 596.2 1100 593. .8 1163 585.6 1170 586.2 1177 591.5 1200 591.4 1300 591.6 1400 592.7 1500 592. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1151 .06 1177 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1151 1177 240 380 240 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3040 INPUT Description: AUG 1983 FS 8 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1400 590.8 1416 589.2 1430 584.3 1433 584.4 1436 585.2 1448 590.5 1500 591.5 1600 591.6 1670 592 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 990 .07 1416 .06 1448 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1416 1448 410 420 420 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2620 INPUT Description: AUG 1983 FS 7 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 590.8 1100 588. .4 1328 581.4 1336 579.9 1340 579.6 1345 586.9 1400 587.8 1500 590.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1300 .06 1345 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 220 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2400 INPUT Description: Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 920 588.4 970 587.3 1000 586.7 1042 585.8 1100 584.9 1142 584.3 1159 582.5 1168 581.6 1170 580. .5 1182 578. .1 1196 584.4 1200 585.1 1242 585.5 1300 586.5 1342 587.6 1371 588.3 1420 589.5 1470 590.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 920 .07 1159 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 230 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2180 INPUT Description: AUG 1983 FS 6 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 585.8 1100 583.1 1168 581.5 1174 577.4 1182 576.8 1189 577.3 1196 581. .7 .8 1600 590.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2060 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 584.9 1100 582.2 1168 580.6 1174 576.5 1182 575.9 1189 576.4 1196 580.9 1200 582.1 1300 582.7 1400 585.1 1500 586.9 1600 589.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 150 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1910 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 583.8 1100 581.1 1168 579.5 1174 575.4 1182 574.8 1189 575.3 1196 579. . .8 1600 588.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 120 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1790 INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1080 580.7 1100 580.2 1168 578.6 1174 574.5 1182 573.9 1189 574.4 1196 578.9 1200 580.1 1300 580.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1080 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1168 1196 80 80 80 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1710 INPUT Description: LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 350 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 1535 INPUT Description: Bridge #1 Distance from Upstream XS = 1 Deck/Roadway Width = 348 Weir Coefficient = 2.7 Upstream Deck/Roadway Coordinates num= 19 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1160 585.42 570.4 1160 585.42 581.5 1200 585.3 581.5 1200 585.3 570.4 1300 584.8 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Upstream Bridge Cross Section Data Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Coeff Contr. Expan. 1160 1200 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F Downstream Deck/Roadway Coordinates num= 20 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1200 585.3 570.4 1300 584.8 570.4 1351 584.698 570.4 1351 584.698 581.5 1390 584.62 581.5 1390 584.62 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Downstream Bridge Cross Section Data Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 582.7 1300 576.6 1351 576.2 .4 1382 571.3 1390 574.4 1400 575.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1351 .06 1390 .08 Bank Sta: Left Right Coeff Contr. Expan. 1351 1390 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1000 1351 584 F 1390 1400 584 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 606.65 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 1180 Downstream= 1370.5 Upstream num= 2 Width Elev Width Elev 6.5 572.5 6.5 581.5 Downstream num= 2 Width Elev Width Elev 6.5 570.4 6.5 581.5 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Yarnell KVal = 2.5 Selected Low Flow Methods = Yarnell High Flow Method Pressure and Weir flow Submerged Inlet Cd = Submerged Inlet + Outlet Cd =.6401844 Max Low Cord = 581.5 Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1360 INPUT Description: AUG 1983 FS 3 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 582.7 1300 576.6 1351 576. .4 1382 571.3 1390 574.4 1400 575.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1351 .06 1390 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1000 1351 584 F 1390 1400 584 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1280 INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1345 581.7 1345 575.4 1361 575. .4 1377 570.3 1385 573.4 1400 574.9 1500 580.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1345 .08 1361 .06 1385 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 600 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 480 INPUT Description: AUG 1983 FS 2 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 575.6 1100 575.6 1200 574.9 1300 574.7 1380 571.8 1385 566.2 1390 565.6 1393 566.2 1408 573.3 1500 576.9 1600 578.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .08 1380 .06 1408 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1380 1408 0 0 0 .1 .3 SUMMARY OF MANNING'S N VALUES River:RIVER-1 Reach River Sta. n1 n2 n3 Reach-1 5150 .08 .06 .08 Reach-1 5120 .08 .02 .08 Reach-1 5105 Bridge Reach-1 5090 .08 .02 .08 Reach-1 5060 .08 .06 .08 Reach-1 4800 .08 .06 .08 Reach-1 4490 .08 .06 .08 Reach-1 4230 .08 .06 .08 Reach-1 3730 .07 .06 .06 Reach-1 3420 .07 .06 .06 Reach-1 3040 .07 .06 .06 Reach-1 2620 .07 .06 .06 Reach-1 2400 .07 .06 .06 Reach-1 2180 .07 .06 .06 Reach-1 2060 .07 .06 .06 Reach-1 1910 .07 .06 .06 Reach-1 1790 .07 .06 .06 Reach-1 1710 .08 .06 .08 Reach-1 1535 Bridge Reach-1 1360 .08 .06 .08 Reach-1 1280 .08 .06 .08 Reach-1 480 .08 .06 .08 SUMMARY OF REACH LENGTHS River: RIVER-1 Reach River Sta. Left Channel Right Reach-1 5150 30 30 30 Reach-1 5120 30 30 30 Reach-1 5105 Bridge Reach-1 5090 30 30 30 Reach- Reach- Reach-1 4490 200 260 190 Reach- Reach- Reach-1 3420 240 380 240 Reach- Reach- Reach-1 Reach- Reach- Reach- Reach-1 1790 80 80 80 Reach-1 1710 350 350 350 Reach-1 1535 Bridge Reach-1 1360 80 80 80 Reach-1 1280 320 800 600 Reach-1 480 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: RIVER-1 Reach River Sta. Contr. Expan. Reach-1 5150 .1 .3 Reach-1 5120 .1 .3 Reach-1 5105 Bridge Reach-1 5090 .1 .3 Reach-1 5060 .1 .3 Reach-1 4800 .1 .3 Reach-1 4490 .1 .3 Reach-1 4230 .1 .3 Reach-1 3730 .1 .3 Reach-1 3420 .1 .3 Reach-1 3040 .1 .3 Reach-1 2620 .1 .3 Reach-1 2400 .1 .3 Reach-1 2180 .1 .3 Reach-1 2060 .1 .3 Reach-1 1910 .1 .3 Reach-1 1790 .1 .3 Reach-1 1710 .1 .3 Reach-1 1535 Bridge Reach-1 1360 .1 .3 Reach-1 1280 .1 .3 Reach-1 480 .1 .3 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/05 Duplicate Effective Floodway Summary.pdf RAS HEC-RAS Plan: DE-FW River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 100-year 2500.00 595.70 603.98 604.09 0.003270 4.50 1344.29 730.23 0.32 Reach-1 5150 floodway 2500.00 595.70 604.63 604.77 0.002885 4.09 884.62 200.00 0.28 Reach-1 5120 100-year 2500.00 596.00 603.78 603.05 603.97 0.004478 7.76 1268.37 764.23 0.51 Reach-1 5120 floodway 2500.00 596.00 604.30 603.43 604.63 0.005792 8.61 727.74 220.00 0.54 Reach-1 5105 Bridge Reach-1 5090 100-year 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.70 660.84 0.66 Reach-1 5090 floodway 2500.00 596.00 603.86 604.36 0.008959 10.41 630.10 220.00 0.68 Reach-1 5060 100-year 2500.00 595.70 603.26 603.50 0.007182 5.91 904.35 501.51 0.45 Reach-1 5060 floodway 2500.00 595.70 603.89 604.08 0.004511 4.94 823.77 249.60 0.36 Reach-1 4800 100-year 2500.00 593.50 601.36 600.97 601.79 0.008451 7.03 728.69 408.73 0.51 Reach-1 4800 floodway 2500.00 593.50 602.25 602.77 0.007967 7.06 522.17 140.00 0.47 Reach-1 4490 100-year 2500.00 591.60 598.55 599.09 0.009441 7.50 651.33 412.15 0.52 Reach-1 4490 floodway 2500.00 591.60 599.43 600.18 0.009095 8.02 423.01 90.30 0.53 Reach-1 4230 100-year 2500.00 590.10 597.50 597.65 0.004157 4.85 1000.16 393.81 0.36 Reach-1 4230 floodway 2500.00 590.10 598.30 598.55 0.004931 5.28 669.61 150.00 0.37 Reach-1 3730 100-year 2500.00 587.70 595.44 595.71 0.005748 5.97 726.65 322.75 0.43 Reach-1 3730 floodway 2500.00 587.70 596.31 596.66 0.004436 5.74 553.92 120.00 0.38 Reach-1 3420 100-year 2500.00 585.60 594.03 594.21 0.004029 5.02 910.35 455.85 0.35 Reach-1 3420 floodway 2500.00 585.60 595.00 595.30 0.004375 5.28 592.43 140.00 0.34 Reach-1 3040 100-year 2500.00 584.30 592.03 592.44 0.009447 7.00 709.76 540.41 0.54 Reach-1 3040 floodway 2500.00 584.30 592.96 593.47 0.008419 7.03 513.96 160.00 0.50 Reach-1 2620 100-year 2500.00 579.60 588.72 588.03 589.14 0.006786 6.21 659.47 347.31 0.45 Reach-1 2620 floodway 2500.00 579.60 589.30 589.97 0.008294 7.09 412.84 90.00 0.49 Reach-1 2400 100-year 2500.00 578.20 586.60 586.33 587.26 0.010789 7.82 530.94 299.19 0.58 Reach-1 2400 floodway 2500.00 578.20 587.44 588.14 0.008288 7.52 411.83 90.00 0.52 Reach-1 2180 100-year 2500.00 576.80 585.53 585.78 0.003937 5.52 835.93 369.23 0.36 Reach-1 2180 floodway 2500.00 576.80 585.94 586.53 0.006230 7.20 459.49 100.00 0.46 Reach-1 2060 100-year 2500.00 575.90 585.35 585.47 0.001862 4.04 1131.13 413.90 0.25 Reach-1 2060 floodway 2500.00 575.90 585.58 585.95 0.003768 5.86 577.60 119.30 0.36 Reach-1 1910 100-year 2500.00 574.80 585.22 585.28 0.000803 2.86 1558.87 467.80 0.17 Reach-1 1910 floodway 2500.00 574.80 585.27 585.49 0.002118 4.67 727.33 135.00 0.27 Reach-1 1790 100-year 2500.00 573.90 585.11 585.19 0.000713 2.85 1250.10 220.00 0.16 Reach-1 1790 floodway 2500.00 573.90 585.09 585.27 0.001461 4.08 820.05 130.00 0.23 Reach-1 1710 100-year 2500.00 572.50 584.47 579.00 585.03 0.003352 6.00 416.73 100.00 0.33 Reach-1 1710 floodway 2500.00 572.50 584.49 579.00 585.04 0.004018 5.99 417.38 40.00 0.33 Reach-1 1535 Bridge Reach-1 1360 100-year 2500.00 570.40 579.80 576.75 580.77 0.006797 7.92 315.77 257.21 0.49 Reach-1 1360 floodway 2500.00 570.40 580.38 576.74 581.23 0.007230 7.39 338.43 39.00 0.44 Reach-1 1280 100-year 2500.00 569.40 579.60 580.13 0.005838 7.28 562.59 145.42 0.45 Reach-1 1280 floodway 2500.00 569.40 580.16 580.66 0.004742 6.85 522.49 89.00 0.41 Reach-1 480 100-year 2500.00 565.60 576.30 574.60 576.64 0.004878 6.19 912.62 509.17 0.39 Reach-1 480 floodway 2500.00 565.60 577.30 575.16 577.67 0.004380 5.88 601.00 120.00 0.35 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/06 Duplicate Effective Multi-flow Summary.pdf RAS HEC-RAS Plan: DE-MF River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 10-year 1600.00 595.70 603.45 603.53 0.002504 3.70 998.11 576.04 0.28 Reach-1 5150 50-year 2250.00 595.70 604.41 604.54 0.002729 3.91 841.85 200.00 0.27 Reach-1 5150 100-year 2500.00 595.70 603.98 604.09 0.003270 4.50 1344.29 730.23 0.32 Reach-1 5150 500-year 3000.00 595.70 604.24 604.35 0.003212 4.59 1538.85 737.00 0.32 Reach-1 5120 10-year 1600.00 596.00 603.25 602.73 603.43 0.003955 6.93 900.94 616.67 0.47 Reach-1 5120 50-year 2250.00 596.00 604.08 603.30 604.41 0.005779 8.48 679.56 220.00 0.54 Reach-1 5120 100-year 2500.00 596.00 603.78 603.05 603.97 0.004478 7.76 1268.37 764.23 0.51 Reach-1 5120 500-year 3000.00 596.00 604.06 603.25 604.24 0.004317 7.81 1492.88 828.05 0.50 Reach-1 5105 Bridge Reach-1 5090 10-year 1600.00 596.00 602.73 602.73 603.21 0.009167 10.00 617.29 495.95 0.71 Reach-1 5090 50-year 2250.00 596.00 603.57 604.12 0.009952 10.75 566.61 220.00 0.71 Reach-1 5090 100-year 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.70 660.84 0.66 Reach-1 5090 500-year 3000.00 596.00 603.75 604.04 0.006729 9.48 1245.14 755.75 0.62 Reach-1 5060 10-year 1600.00 595.70 602.67 602.86 0.005785 5.05 649.76 385.68 0.40 Reach-1 5060 50-year 2250.00 595.70 603.63 603.82 0.004685 4.91 758.81 249.60 0.36 Reach-1 5060 100-year 2500.00 595.70 603.26 603.50 0.007182 5.91 904.35 501.51 0.45 Reach-1 5060 500-year 3000.00 595.70 603.57 603.81 0.007398 6.14 1073.73 586.97 0.46 Reach-1 4800 10-year 1600.00 593.50 600.57 600.50 601.12 0.010317 7.07 433.46 335.20 0.55 Reach-1 4800 50-year 2250.00 593.50 601.92 602.45 0.008317 7.03 475.71 140.00 0.48 Reach-1 4800 100-year 2500.00 593.50 601.36 600.97 601.79 0.008451 7.03 728.69 408.73 0.51 Reach-1 4800 500-year 3000.00 593.50 601.63 601.20 602.07 0.008723 7.36 842.43 433.74 0.52 Reach-1 4490 10-year 1600.00 591.60 597.80 598.27 0.008351 6.48 403.66 223.38 0.48 Reach-1 4490 50-year 2250.00 591.60 599.15 599.84 0.008781 7.67 397.66 90.30 0.51 Reach-1 4490 100-year 2500.00 591.60 598.55 599.09 0.009441 7.50 651.33 412.15 0.52 Reach-1 4490 500-year 3000.00 591.60 598.91 599.41 0.008977 7.58 802.16 426.54 0.52 Reach-1 4230 10-year 1600.00 590.10 596.75 596.88 0.004166 4.40 717.12 353.45 0.35 Reach-1 4230 50-year 2250.00 590.10 598.00 598.24 0.004941 5.15 625.29 150.00 0.37 Reach-1 4230 100-year 2500.00 590.10 597.50 597.65 0.004157 4.85 1000.16 393.81 0.36 Reach-1 4230 500-year 3000.00 590.10 597.86 598.02 0.004232 5.10 1146.77 437.37 0.37 Reach-1 3730 10-year 1600.00 587.70 594.76 594.99 0.005175 5.24 524.46 271.14 0.40 Reach-1 3730 50-year 2250.00 587.70 596.04 596.36 0.004342 5.53 521.67 120.00 0.38 Reach-1 3730 100-year 2500.00 587.70 595.44 595.71 0.005748 5.97 726.65 322.75 0.43 Reach-1 3730 500-year 3000.00 587.70 595.76 596.05 0.005917 6.27 832.75 346.72 0.44 Reach-1 3420 10-year 1600.00 585.60 593.52 593.67 0.003461 4.40 685.88 424.27 0.32 Reach-1 3420 50-year 2250.00 585.60 594.77 595.05 0.004214 5.09 559.76 140.00 0.34 Reach-1 3420 100-year 2500.00 585.60 594.03 594.21 0.004028 5.02 910.38 455.85 0.35 Reach-1 3420 500-year 3000.00 585.60 594.21 594.42 0.004591 5.46 993.53 467.46 0.38 Reach-1 3040 10-year 1600.00 584.30 591.44 591.31 591.91 0.010168 6.71 435.23 344.54 0.55 Reach-1 3040 50-year 2250.00 584.30 592.67 593.19 0.008869 7.02 467.41 160.00 0.51 Reach-1 3040 100-year 2500.00 584.30 592.03 592.44 0.009450 7.00 709.66 540.41 0.54 Reach-1 3040 500-year 3000.00 584.30 592.35 592.69 0.007914 6.66 885.59 545.27 0.50 Reach-1 2620 10-year 1600.00 579.60 587.89 588.33 0.007314 5.82 401.89 266.64 0.46 Reach-1 2620 50-year 2250.00 579.60 588.97 589.61 0.008257 6.86 383.70 90.00 0.49 Reach-1 2620 100-year 2500.00 579.60 588.72 588.03 589.14 0.006785 6.21 659.53 347.32 0.45 Reach-1 2620 500-year 3000.00 579.60 588.92 589.40 0.007828 6.82 729.73 362.88 0.49 Reach-1 2400 10-year 1600.00 578.20 585.99 585.28 586.53 0.009021 6.62 367.66 237.71 0.52 Reach-1 2400 50-year 2250.00 578.20 587.09 587.76 0.008514 7.34 379.95 90.00 0.52 Reach-1 2400 100-year 2500.00 578.20 586.60 586.33 587.26 0.010793 7.82 530.85 299.16 0.58 Reach-1 2400 500-year 3000.00 578.20 587.95 588.19 0.003688 5.27 1013.62 416.00 0.35 Reach-1 2180 10-year 1600.00 576.80 584.06 583.71 584.62 0.008374 6.94 382.03 251.48 0.51 Reach-1 2180 50-year 2250.00 576.80 585.33 585.99 0.007528 7.50 398.95 100.00 0.50 Reach-1 2180 100-year 2500.00 576.80 585.54 585.79 0.003900 5.50 839.38 369.99 0.36 Reach-1 2180 500-year 3000.00 576.80 587.75 587.80 0.000786 2.94 1801.88 496.94 0.17 Reach-1 2060 10-year 1600.00 575.90 583.26 583.74 0.007257 6.53 414.69 262.90 0.47 Reach-1 2060 50-year 2250.00 575.90 584.83 585.26 0.004987 6.32 487.55 119.30 0.41 Reach-1 2060 100-year 2500.00 575.90 585.36 585.48 0.001842 4.02 1135.83 414.53 0.25 Reach-1 2060 500-year 3000.00 575.90 587.71 587.74 0.000420 2.28 2255.37 531.04 0.12 Reach-1 1910 10-year 1600.00 574.80 582.13 582.62 0.007568 6.65 405.66 260.19 0.48 Reach-1 1910 50-year 2250.00 574.80 584.38 584.65 0.002932 5.13 607.37 135.00 0.32 Reach-1 1910 100-year 2500.00 574.80 585.23 585.29 0.000795 2.85 1564.78 468.51 0.17 Reach-1 1910 500-year 3000.00 574.80 587.67 587.69 0.000219 1.76 2843.12 572.03 0.09 HEC-RAS Plan: DE-MF River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 1790 10-year 1600.00 573.90 581.13 581.67 0.008305 6.88 373.32 220.00 0.50 Reach-1 1790 50-year 2250.00 573.90 584.15 584.35 0.001938 4.39 696.95 130.00 0.26 Reach-1 1790 100-year 2500.00 573.90 585.13 585.20 0.000707 2.85 1253.04 220.00 0.16 Reach-1 1790 500-year 3000.00 573.90 587.61 587.66 0.000326 2.24 1799.91 220.00 0.11 Reach-1 1710 10-year 1600.00 572.50 580.50 577.73 581.09 0.006083 6.21 257.71 100.00 0.43 Reach-1 1710 50-year 2250.00 572.50 583.54 578.67 584.09 0.004263 5.93 379.67 40.00 0.34 Reach-1 1710 100-year 2500.00 572.50 584.49 579.00 585.04 0.003337 5.99 417.35 100.00 0.33 Reach-1 1710 500-year 3000.00 572.50 587.48 579.64 587.61 0.000792 3.32 1106.07 100.00 0.16 Reach-1 1535 Bridge Reach-1 1360 10-year 1600.00 570.40 578.96 575.40 579.46 0.003999 5.65 283.25 216.21 0.37 Reach-1 1360 50-year 2250.00 570.40 580.17 576.39 580.89 0.006277 6.81 330.39 39.00 0.41 Reach-1 1360 100-year 2500.00 570.40 579.83 576.75 580.80 0.006700 7.88 317.13 258.93 0.49 Reach-1 1360 500-year 3000.00 570.40 580.29 577.39 581.54 0.008023 8.95 335.17 281.68 0.54 Reach-1 1280 10-year 1600.00 569.40 578.74 579.09 0.004157 5.71 444.22 128.82 0.37 Reach-1 1280 50-year 2250.00 569.40 579.96 580.40 0.004240 6.38 505.06 89.00 0.38 Reach-1 1280 100-year 2500.00 569.40 579.65 580.17 0.005662 7.20 569.90 146.39 0.44 Reach-1 1280 500-year 3000.00 569.40 580.24 580.79 0.005698 7.56 659.68 155.00 0.45 Reach-1 480 10-year 1600.00 565.60 575.46 573.64 575.86 0.005231 5.94 519.25 343.21 0.40 Reach-1 480 50-year 2250.00 565.60 576.06 574.64 576.65 0.007620 7.17 452.21 120.00 0.46 Reach-1 480 100-year 2500.00 565.60 576.25 575.52 576.62 0.005191 6.36 887.22 507.14 0.40 Reach-1 480 500-year 3000.00 565.60 576.33 576.05 576.80 0.006768 7.31 927.93 510.38 0.46 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/07 Corrected Effective Report.pdf 2011CLOMR.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: CC-1 CLOMR Project File : CC1CLOMR.prj Run Date and Time: 3/29/2011 10:48:07 AM Project in English units PLAN DATA Plan Title: MF Plan File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODP LAIN NARRATIVE AND REPORT\APPENDIX 'C'\CC1CLOMR.p02 Geometry Title: Existing Geom 01 Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'C'\CC1CLOMR.g01 Flow Title : multi-flow Flow File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'C'\CC1CLOMR.f02 Plan Summary Information: Number of: Cross Sections = 26 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: multi-flow Flow File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'C'\CC1CLOMR.f02 Flow Data (cfs) River Reach RS 10-year 50-year 100-year 500-year RIVER-1 Reach- 2500 3000 RIVER-1 Reach- 2500 3000 Boundary Conditions River Reach Profile Upstream Downstream RIVER-1 Reach-1 10-year Normal S = 0.006 RIVER-1 Reach-1 50-year Normal S = 0.006 GEOMETRY DATA Geometry Title: Existing Geom 01 Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'C'\CC1CLOMR.g01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5150 INPUT Description: AUG 1983 FS 15 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .9 1100 602.3 1200 601.3 1300 600.5 1374 599.6 1379 596.4 1380 595.7 1381 596.2 1400 600.1 1410 600.6 1417 599 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 680 .08 1374 .06 1400 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5120 INPUT Description: This is a REPEATED section. Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 5105 INPUT Description: Bridge #2 Distance from Upstream XS = 1 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Upstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Downstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5090 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5060 INPUT Description: AUG 1983 FS 13 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 604 850 602.9 950 601.5 1000 600. .5 1226 599.5 1228 595.9 1233 595.7 1240 596.1 1256 604.6 1300 604.9 1400 605.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 550 .08 1226 .06 1256 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1226 1256 180 260 280 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4800 INPUT Description: AUG 1983 FS 12 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 602.7 1100 599.6 1200 599.8 1300 599.5 1335 598.3 .5 1350 593.8 1365 599.2 1400 600.5 1557 603.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1335 .06 1365 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4490 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev . .7 1288 596.2 1290 592.3 1301 591.6 1315 592.1 1317 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .08 1288 .06 1317 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 190 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4230 INPUT Description: AUG 1983 FS 11 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 598.9 1100 598.4 1172 597.5 1200 594.5 1213 590.6 1216 590.1 1218 590.6 1225 593.4 1300 594.9 1350 593. 1600 598.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1200 .06 1225 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1200 1225 380 500 350 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3730 INPUT Description: AUG 1983 FS 10 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 597.6 1100 595.8 1200 591.9 1211 588.4 1215 587.7 1219 588.4 1223 591.3 1300 592.9 1400 594.8 1450 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1200 .06 1223 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1200 1223 350 310 300 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3420 INPUT Description: AUG 1983 FS 9 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 596.2 1100 593. .8 1163 585.6 1170 586.2 1177 591.5 1200 591.4 1300 591.6 1400 592.7 1500 592. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1151 .06 1177 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1151 1177 240 380 240 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3040 INPUT Description: AUG 1983 FS 8 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1400 590.8 1416 589.2 1430 584.3 1433 584.4 1436 585.2 1448 590.5 1500 591.5 1600 591.6 1670 592 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 990 .07 1416 .06 1448 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1416 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2620 INPUT Description: AUG 1983 FS 7 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 590.8 1100 588.4 1200 587 1300 586.4 1328 581.4 1336 579.9 1340 579.6 1345 586.9 1400 587.8 1500 590.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1300 .06 1345 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1300 1345 220 220 220 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2400 INPUT Description: Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 920 588.4 970 587.3 1000 586.7 1042 585.8 1100 584.9 1142 584.3 1159 582.5 1168 581.6 1170 580. .5 1182 578. .1 1196 584.4 1200 585.1 1242 585.5 1300 586.5 1342 587.6 1371 588.3 1420 589.5 1470 590.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 920 .07 1159 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 230 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2180 INPUT Description: AUG 1983 FS 6 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 585.8 1100 583.1 1168 581.5 1174 577.4 1182 576.8 1189 577.3 1196 581.8 1200 583 1300 583. .8 1600 590.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2060 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 584.9 1100 582.2 1168 580.6 1174 576.5 1182 575.9 1189 576.4 1196 580.9 1200 582.1 1300 582.7 1400 585.1 1500 586.9 1600 589.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 150 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1910 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 583.8 1100 581.1 1168 579.5 1174 575.4 1182 574.8 1189 575.3 1196 579. . .8 1600 588.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 120 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1790 INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1080 580.7 1100 580.2 1168 578.6 1174 574.5 1182 573.9 1189 574.4 1196 578.9 1200 580.1 1300 580.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1080 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1168 1196 80 80 80 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1710 INPUT Description: LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 350 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 1535 INPUT Description: Bridge #1 Distance from Upstream XS = 1 Deck/Roadway Width = 348 Weir Coefficient = 2.7 Upstream Deck/Roadway Coordinates num= 19 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1160 585.42 570.4 1160 585.42 581.5 1200 585.3 581.5 1200 585.3 570.4 1300 584.8 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Upstream Bridge Cross Section Data Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Coeff Contr. Expan. 1160 1200 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F Downstream Deck/Roadway Coordinates num= 20 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1200 585.3 570.4 1300 584.8 570.4 1351 584.698 570.4 1351 584.698 581.5 1390 584.62 581.5 1390 584.62 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Downstream Bridge Cross Section Data Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .7 1300 576.6 1351 576. .4 1382 571.3 1390 574.4 1400 575.9 1400 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .08 1351 .06 1390 .08 Bank Sta: Left Right Coeff Contr. Expan. 1351 1390 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 950 1340 584 F 1400 1400 584 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 606.65 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 1180 Downstream= 1370.5 Upstream num= 2 Width Elev Width Elev 6.5 572.5 6.5 581.5 Downstream num= 2 Width Elev Width Elev 6.5 570.4 6.5 581.5 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Yarnell KVal = 2.5 Selected Low Flow Methods = Yarnell High Flow Method Pressure and Weir flow Submerged Inlet Cd = Submerged Inlet + Outlet Cd =.6401844 Max Low Cord = 581.5 Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1360 INPUT Description: AUG 1983 FS 3 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .7 1300 576.6 1351 576. .4 1382 571.3 1390 574.4 1400 575.9 1400 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .08 1351 .06 1390 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 950 1340 584 F 1400 1400 584 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1280 INPUT Description: GEES SECTION WINTER 2006 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 580 972 578.4 995 577.7 1000 571. .2 1032 577.1 1060 578.1 1060 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 775 .1 995 .07 1014 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 995 1014 25 25 25 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1255 INPUT Description: GEES SECTION WINTER 2006 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 775 584.9 797 583.9 885 579.9 972 578.3 995 577. .9 1014 575. 1060 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 775 .1 995 .07 1014 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 995 1014 65 165 45 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 930 INPUT Description: REPETED SECTION Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 850 584.81 920 582.81 966 581.81 991 580.21 994 570.81 1000 570.11 1004 575.41 1013 576.81 1060 577.81 1060 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 850 .15 991 .07 1013 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 850 INPUT Description: REPETED SECTION Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 850 584.34 920 582.34 966 581.34 991 579.74 994 570.34 1000 569.64 1004 574.94 1013 576.34 1060 577.34 1060 585 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 850 .15 991 .07 1013 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 40 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 765 INPUT Description: Interpolated Section Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 568. 582 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 878 .15 978 .07 1013 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 725 INPUT Description: Interpolated Section Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 574. .4 1000 567. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 849 .15 991 .07 1013 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 680 INPUT Description: GEES SECTION WINTER 2006 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 579 991 577. .3 1004 572. 1060 582 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 850 .15 991 .1 1013 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 991 1013 140 258 180 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 480 INPUT Description: GEES SECTION WINTER 2006 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 577.5 920 571 986 570 1000 565. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 610 .15 986 .1 1010 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 986 1010 0 0 0 .1 .3 SUMMARY OF MANNING'S N VALUES River:RIVER-1 Reach River Sta. n1 n2 n3 Reach-1 5150 .08 .06 .08 Reach-1 5120 .08 .02 .08 Reach-1 5105 Bridge Reach-1 5090 .08 .02 .08 Reach-1 5060 .08 .06 .08 Reach-1 4800 .08 .06 .08 Reach-1 4490 .08 .06 .08 Reach-1 4230 .08 .06 .08 Reach-1 3730 .07 .06 .06 Reach-1 3420 .07 .06 .06 Reach-1 3040 .07 .06 .06 Reach-1 2620 .07 .06 .06 Reach-1 2400 .07 .06 .06 Reach-1 2180 .07 .06 .06 Reach-1 2060 .07 .06 .06 Reach-1 1910 .07 .06 .06 Reach-1 1790 .07 .06 .06 Reach-1 1710 .08 .06 .08 Reach-1 1535 Bridge Reach-1 1360 .08 .06 .08 Reach-1 1280 .1 .07 .1 Reach-1 1255 .1 .07 .1 Reach-1 930 .15 .07 .15 Reach-1 850 .15 .07 .15 Reach-1 765 .15 .07 .15 Reach-1 725 .15 .07 .15 Reach-1 680 .15 .1 .15 Reach-1 480 .15 .1 .15 SUMMARY OF REACH LENGTHS River: RIVER-1 Reach River Sta. Left Channel Right Reach-1 5150 30 30 30 Reach-1 5120 30 30 30 Reach-1 5105 Bridge Reach-1 5090 30 30 30 Reach- Reach-1 4800 280 310 310 Reach- Reach- Reach-1 Reach- Reach- Reach-1 Reach- Reach-1 2180 80 120 100 Reach- Reach- Reach-1 1790 80 80 80 Reach- Reach-1 1535 Bridge Reach-1 1360 80 80 80 Reach-1 1280 25 25 25 Reach-1 1255 65 165 45 Reach-1 930 80 90 80 Reach-1 850 120 140 40 Reach-1 765 40 140 70 Reach-1 725 40 170 60 Reach- Reach-1 480 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: RIVER-1 Reach River Sta. Contr. Expan. Reach-1 5150 .1 .3 Reach-1 5120 .1 .3 Reach-1 5105 Bridge Reach-1 5090 .1 .3 Reach-1 5060 .1 .3 Reach-1 4800 .1 .3 Reach-1 4490 .1 .3 Reach-1 4230 .1 .3 Reach-1 3730 .1 .3 Reach-1 3420 .1 .3 Reach-1 3040 .1 .3 Reach-1 2620 .1 .3 Reach-1 2400 .1 .3 Reach-1 2180 .1 .3 Reach-1 2060 .1 .3 Reach-1 1910 .1 .3 Reach-1 1790 .1 .3 Reach-1 1710 .1 .3 Reach-1 1535 Bridge Reach-1 1360 .1 .3 Reach-1 1280 .1 .3 Reach-1 1255 .1 .3 Reach-1 930 .1 .3 Reach-1 850 .1 .3 Reach-1 765 .1 .3 Reach-1 725 .1 .3 Reach-1 680 .1 .3 Reach-1 480 .1 .3 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/08 Corrected Effective Floodway Summary.pdf RAS HEC-RAS Plan: floodway River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 100-year 2500.00 595.70 603.98 604.09 0.003270 4.50 1344.29 730.23 0.32 Reach-1 5150 floodway 2500.00 595.70 604.63 604.77 0.002885 4.09 884.62 200.00 0.28 Reach-1 5120 100-year 2500.00 596.00 603.78 603.05 603.97 0.004478 7.76 1268.37 764.23 0.51 Reach-1 5120 floodway 2500.00 596.00 604.30 603.43 604.63 0.005792 8.61 727.74 220.00 0.54 Reach-1 5105 Bridge Reach-1 5090 100-year 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.70 660.84 0.66 Reach-1 5090 floodway 2500.00 596.00 603.86 604.36 0.008960 10.41 630.08 220.00 0.68 Reach-1 5060 100-year 2500.00 595.70 603.26 603.50 0.007182 5.91 904.35 501.51 0.45 Reach-1 5060 floodway 2500.00 595.70 603.89 604.08 0.004511 4.94 823.78 249.60 0.36 Reach-1 4800 100-year 2500.00 593.50 601.36 600.97 601.79 0.008451 7.03 728.66 408.72 0.51 Reach-1 4800 floodway 2500.00 593.50 602.25 602.77 0.007966 7.06 522.18 140.00 0.47 Reach-1 4490 100-year 2500.00 591.60 598.55 599.09 0.009441 7.50 651.35 412.16 0.52 Reach-1 4490 floodway 2500.00 591.60 599.43 600.18 0.009094 8.02 423.02 90.30 0.53 Reach-1 4230 100-year 2500.00 590.10 597.51 597.66 0.004155 4.85 1000.37 393.88 0.36 Reach-1 4230 floodway 2500.00 590.10 598.30 598.55 0.004931 5.28 669.64 150.00 0.37 Reach-1 3730 100-year 2500.00 587.70 595.44 595.71 0.005772 5.98 725.43 322.46 0.43 Reach-1 3730 floodway 2500.00 587.70 596.31 596.66 0.004429 5.74 554.22 120.00 0.38 Reach-1 3420 100-year 2500.00 585.60 594.06 594.23 0.003866 4.93 924.54 457.85 0.34 Reach-1 3420 floodway 2500.00 585.60 595.01 595.31 0.004347 5.26 593.64 140.00 0.34 Reach-1 3040 100-year 2500.00 584.30 591.96 591.82 592.43 0.010641 7.36 671.98 530.81 0.57 Reach-1 3040 floodway 2500.00 584.30 592.87 593.42 0.009076 7.24 500.32 160.00 0.52 Reach-1 2620 100-year 2500.00 579.60 588.87 589.23 0.005709 5.80 713.80 359.41 0.42 Reach-1 2620 floodway 2500.00 579.60 589.85 590.38 0.005989 6.32 462.52 90.00 0.42 Reach-1 2400 100-year 2500.00 578.20 588.44 588.54 0.001619 3.66 1227.17 456.64 0.24 Reach-1 2400 floodway 2500.00 578.20 588.96 589.35 0.003486 5.61 548.91 90.00 0.35 HEC-RAS Plan: floodway River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 2180 100-year 2500.00 576.80 588.35 588.37 0.000353 2.05 2108.07 521.00 0.11 Reach-1 2180 floodway 2500.00 576.80 588.57 588.79 0.001626 4.47 722.48 100.00 0.24 Reach-1 2060 100-year 2500.00 575.90 588.33 588.35 0.000197 1.62 2592.79 554.94 0.09 Reach-1 2060 floodway 2500.00 575.90 588.51 588.64 0.000903 3.51 926.63 119.30 0.18 Reach-1 1910 100-year 2500.00 574.80 588.31 588.32 0.000107 1.28 3216.59 596.61 0.06 Reach-1 1910 floodway 2500.00 574.80 588.44 588.52 0.000510 2.80 1155.85 135.00 0.14 Reach-1 1790 100-year 2500.00 573.90 588.28 588.31 0.000176 1.71 1946.26 220.00 0.08 Reach-1 1790 floodway 2500.00 573.90 588.40 588.47 0.000399 2.59 1249.21 130.00 0.13 Reach-1 1710 100-year 2500.00 572.50 588.20 579.00 588.28 0.000457 2.59 1177.81 100.00 0.12 Reach-1 1710 floodway 2500.00 572.50 588.35 579.00 588.43 0.000440 2.55 1193.28 100.00 0.12 Reach-1 1535 Bridge Reach-1 1360 100-year 2500.00 570.40 584.17 576.93 584.20 0.000248 2.02 2352.05 431.94 0.10 Reach-1 1360 floodway 2500.00 570.40 584.32 576.74 584.72 0.002508 5.08 492.25 39.00 0.25 Reach-1 1280 100-year 2500.00 571.10 584.06 584.15 0.001643 3.73 1271.44 264.22 0.20 Reach-1 1280 floodway 2500.00 571.10 584.29 584.46 0.002351 4.52 881.25 125.00 0.24 Reach-1 1255 100-year 2500.00 571.00 584.02 584.11 0.001590 3.68 1287.73 265.57 0.20 Reach-1 1255 floodway 2500.00 571.00 584.26 584.40 0.001881 4.06 1012.56 150.00 0.21 Reach-1 930 100-year 2500.00 570.11 583.08 583.71 0.011025 7.68 562.59 149.57 0.45 Reach-1 930 floodway 2500.00 570.11 583.29 583.93 0.012039 7.66 482.40 68.00 0.44 Reach-1 850 100-year 2500.00 569.64 581.28 582.35 0.022013 9.78 400.20 93.03 0.61 Reach-1 850 floodway 2500.00 569.64 581.59 582.56 0.020430 9.30 398.74 68.00 0.57 Reach-1 765 100-year 2500.00 568.28 580.71 581.09 0.005265 5.84 712.46 156.20 0.36 Reach-1 765 floodway 2500.00 568.28 581.03 581.41 0.004900 5.78 659.31 99.00 0.35 Reach-1 725 100-year 2500.00 567.70 580.42 580.59 0.003742 4.79 1088.63 199.51 0.28 Reach-1 725 floodway 2500.00 567.70 580.68 580.90 0.004323 5.24 922.66 150.00 0.30 HEC-RAS Plan: floodway River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 680 100-year 2500.00 567.30 578.54 579.52 0.043956 9.34 364.07 86.75 0.60 Reach-1 680 floodway 2500.00 567.30 578.96 579.79 0.034640 8.60 396.29 84.00 0.54 Reach-1 480 100-year 2500.00 565.70 576.48 573.21 576.62 0.006004 4.37 1101.41 293.61 0.26 Reach-1 480 floodway 2500.00 565.70 576.92 573.07 577.10 0.006010 4.52 865.96 150.00 0.26 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/09 Corrected Effective Multi-flow Summary.pdf RAS HEC-RAS Plan: multi-flow River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 10-year 1600.00 595.70 603.45 603.53 0.002504 3.70 997.97 575.97 0.28 Reach-1 5150 50-year 2250.00 595.70 603.83 603.94 0.003134 4.33 1243.17 688.77 0.31 Reach-1 5150 100-year 2500.00 595.70 603.98 604.09 0.003271 4.50 1344.16 730.18 0.32 Reach-1 5150 500-year 3000.00 595.70 604.24 604.35 0.003212 4.59 1538.72 737.00 0.32 Reach-1 5120 10-year 1600.00 596.00 603.25 602.73 603.43 0.003956 6.93 900.79 616.60 0.47 Reach-1 5120 50-year 2250.00 596.00 603.63 602.97 603.82 0.004480 7.65 1156.80 722.61 0.51 Reach-1 5120 100-year 2500.00 596.00 603.78 603.05 603.97 0.004479 7.76 1268.24 764.18 0.51 Reach-1 5120 500-year 3000.00 596.00 604.06 603.25 604.24 0.004319 7.81 1492.73 828.04 0.50 Reach-1 5105 Bridge Reach-1 5090 10-year 1600.00 596.00 602.73 602.73 603.21 0.009172 10.01 617.14 495.91 0.71 Reach-1 5090 50-year 2250.00 596.00 603.21 603.60 0.008271 9.98 878.03 606.28 0.68 Reach-1 5090 100-year 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.74 660.86 0.66 Reach-1 5090 500-year 3000.00 596.00 603.75 604.04 0.006730 9.48 1245.09 755.73 0.62 Reach-1 5060 10-year 1600.00 595.70 602.67 602.86 0.005787 5.05 649.67 385.66 0.40 Reach-1 5060 50-year 2250.00 595.70 603.09 603.32 0.006891 5.71 824.79 455.87 0.44 Reach-1 5060 100-year 2500.00 595.70 603.26 603.50 0.007183 5.91 904.32 501.49 0.45 Reach-1 5060 500-year 3000.00 595.70 603.57 603.81 0.007398 6.14 1073.69 586.96 0.46 Reach-1 4800 10-year 1600.00 593.50 600.57 600.50 601.12 0.010314 7.07 433.52 335.21 0.55 Reach-1 4800 50-year 2250.00 593.50 601.18 600.88 601.62 0.008597 6.95 658.11 392.40 0.51 Reach-1 4800 100-year 2500.00 593.50 601.36 600.96 601.79 0.008453 7.03 728.59 408.70 0.51 Reach-1 4800 500-year 3000.00 593.50 601.63 601.20 602.07 0.008724 7.36 842.40 433.74 0.52 Reach-1 4490 10-year 1600.00 591.60 597.80 598.27 0.008349 6.48 403.70 223.44 0.48 Reach-1 4490 50-year 2250.00 591.60 598.36 598.90 0.009404 7.33 575.23 377.09 0.52 Reach-1 4490 100-year 2500.00 591.60 598.55 599.09 0.009438 7.50 651.45 412.17 0.52 Reach-1 4490 500-year 3000.00 591.60 598.91 599.41 0.008975 7.58 802.24 426.55 0.52 Reach-1 4230 10-year 1600.00 590.10 596.75 596.88 0.004163 4.40 717.27 353.47 0.35 Reach-1 4230 50-year 2250.00 590.10 597.31 597.46 0.004148 4.73 925.74 383.35 0.36 Reach-1 4230 100-year 2500.00 590.10 597.51 597.66 0.004155 4.85 1000.35 393.87 0.36 Reach-1 4230 500-year 3000.00 590.10 597.86 598.02 0.004232 5.10 1146.83 437.39 0.37 Reach-1 3730 10-year 1600.00 587.70 594.76 594.98 0.005191 5.24 523.80 270.95 0.40 HEC-RAS Plan: multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 3730 50-year 2250.00 587.70 595.28 595.53 0.005574 5.78 675.02 310.41 0.42 Reach-1 3730 100-year 2500.00 587.70 595.44 595.71 0.005771 5.98 725.49 322.47 0.43 Reach-1 3730 500-year 3000.00 587.70 595.74 596.03 0.006021 6.31 826.94 345.45 0.44 Reach-1 3420 10-year 1600.00 585.60 593.53 593.68 0.003386 4.36 691.74 425.12 0.32 Reach-1 3420 50-year 2250.00 585.60 593.86 594.04 0.004115 4.98 834.31 445.35 0.35 Reach-1 3420 100-year 2500.00 585.60 594.06 594.23 0.003869 4.94 924.29 457.81 0.34 Reach-1 3420 500-year 3000.00 585.60 594.35 593.42 594.53 0.003833 5.06 1062.32 476.86 0.34 Reach-1 3040 10-year 1600.00 584.30 591.40 591.31 591.90 0.010811 6.88 422.69 341.17 0.56 Reach-1 3040 50-year 2250.00 584.30 591.99 592.35 0.008189 6.48 688.54 537.48 0.50 Reach-1 3040 100-year 2500.00 584.30 591.96 591.81 592.42 0.010627 7.35 672.40 530.99 0.57 Reach-1 3040 500-year 3000.00 584.30 592.06 592.06 592.62 0.012794 8.18 728.76 540.94 0.63 Reach-1 2620 10-year 1600.00 579.60 587.96 586.22 588.36 0.006718 5.63 421.47 274.49 0.44 Reach-1 2620 50-year 2250.00 579.60 588.35 588.86 0.008441 6.63 536.74 316.78 0.50 Reach-1 2620 100-year 2500.00 579.60 588.87 589.22 0.005720 5.80 713.16 359.27 0.42 Reach-1 2620 500-year 3000.00 579.60 591.00 591.07 0.001078 3.08 1648.90 500.00 0.19 Reach-1 2400 10-year 1600.00 578.20 585.83 585.30 586.48 0.011009 7.15 329.38 220.21 0.57 Reach-1 2400 50-year 2250.00 578.20 587.26 587.52 0.004184 5.24 747.60 357.10 0.37 Reach-1 2400 100-year 2500.00 578.20 588.43 588.54 0.001624 3.66 1225.61 456.50 0.24 Reach-1 2400 500-year 3000.00 578.20 590.91 590.94 0.000331 2.00 2482.13 550.00 0.11 Reach-1 2180 10-year 1600.00 576.80 584.54 584.85 0.004723 5.49 512.38 290.23 0.38 Reach-1 2180 50-year 2250.00 576.80 587.08 587.13 0.000743 2.73 1483.04 459.92 0.16 Reach-1 2180 100-year 2500.00 576.80 588.34 588.37 0.000354 2.05 2106.13 520.86 0.11 Reach-1 2180 500-year 3000.00 576.80 590.88 590.89 0.000114 1.36 3546.54 600.00 0.07 Reach-1 2060 10-year 1600.00 575.90 584.34 584.48 0.002104 3.93 744.83 347.97 0.26 Reach-1 2060 50-year 2250.00 575.90 587.04 587.07 0.000376 2.06 1911.92 505.55 0.12 Reach-1 2060 100-year 2500.00 575.90 588.32 588.34 0.000198 1.62 2590.69 554.80 0.09 Reach-1 2060 500-year 3000.00 575.90 590.87 590.88 0.000072 1.13 4092.83 600.00 0.05 Reach-1 1910 10-year 1600.00 574.80 584.22 584.27 0.000784 2.62 1119.17 412.29 0.16 Reach-1 1910 50-year 2250.00 574.80 587.02 587.03 0.000182 1.54 2475.50 546.75 0.08 Reach-1 1910 100-year 2500.00 574.80 588.31 588.32 0.000108 1.28 3214.29 596.46 0.06 Reach-1 1910 500-year 3000.00 574.80 590.87 590.87 0.000045 0.94 4748.85 600.00 0.04 HEC-RAS Plan: multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 1790 10-year 1600.00 573.90 584.15 584.20 0.000518 2.27 1038.27 220.00 0.13 Reach-1 1790 50-year 2250.00 573.90 586.97 587.01 0.000237 1.85 1659.47 220.00 0.10 Reach-1 1790 100-year 2500.00 573.90 588.27 588.30 0.000177 1.71 1945.42 220.00 0.08 Reach-1 1790 500-year 3000.00 573.90 590.84 590.86 0.000113 1.55 2509.91 220.00 0.07 Reach-1 1710 10-year 1600.00 572.50 583.85 577.72 584.11 0.001658 4.08 391.77 100.00 0.23 Reach-1 1710 50-year 2250.00 572.50 586.89 578.67 586.97 0.000524 2.64 1046.95 100.00 0.13 Reach-1 1710 100-year 2500.00 572.50 588.20 579.01 588.28 0.000457 2.59 1177.42 100.00 0.12 Reach-1 1710 500-year 3000.00 572.50 590.77 579.64 590.84 0.000368 2.51 1434.65 100.00 0.11 Reach-1 1535 Bridge Reach-1 1360 10-year 1600.00 570.40 582.43 575.46 582.58 0.000806 3.29 559.21 386.62 0.18 Reach-1 1360 50-year 2250.00 570.40 583.65 576.56 583.88 0.001088 4.11 632.35 420.59 0.21 Reach-1 1360 100-year 2500.00 570.40 584.17 576.92 584.20 0.000248 2.02 2351.78 431.93 0.10 Reach-1 1360 500-year 3000.00 570.40 584.93 577.51 584.96 0.000251 2.11 2686.88 448.48 0.10 Reach-1 1280 10-year 1600.00 571.10 582.37 582.47 0.001824 3.51 858.08 227.21 0.20 Reach-1 1280 50-year 2250.00 571.10 583.64 583.73 0.001674 3.66 1162.56 254.99 0.20 Reach-1 1280 100-year 2500.00 571.10 584.05 584.15 0.001643 3.73 1271.28 264.20 0.20 Reach-1 1280 500-year 3000.00 571.10 584.81 584.91 0.001605 3.85 1478.33 280.92 0.20 Reach-1 1255 10-year 1600.00 571.00 582.33 582.42 0.001756 3.46 871.18 228.47 0.20 Reach-1 1255 50-year 2250.00 571.00 583.60 583.69 0.001618 3.62 1178.10 256.33 0.20 Reach-1 1255 100-year 2500.00 571.00 584.02 584.11 0.001591 3.68 1287.57 265.56 0.20 Reach-1 1255 500-year 3000.00 571.00 584.78 584.87 0.001557 3.81 1495.87 282.29 0.20 Reach-1 930 10-year 1600.00 570.11 581.50 581.99 0.010359 6.56 377.37 89.11 0.42 Reach-1 930 50-year 2250.00 570.11 582.68 583.28 0.010971 7.44 505.29 134.06 0.44 Reach-1 930 100-year 2500.00 570.11 583.08 583.71 0.011028 7.68 562.53 149.56 0.45 Reach-1 930 500-year 3000.00 570.11 583.83 584.48 0.010949 8.06 683.49 175.60 0.45 Reach-1 850 10-year 1600.00 569.64 579.87 580.71 0.020873 8.35 284.86 71.07 0.58 Reach-1 850 50-year 2250.00 569.64 580.92 581.94 0.021731 9.42 368.15 87.48 0.61 Reach-1 850 100-year 2500.00 569.64 581.28 582.35 0.022010 9.78 400.22 93.03 0.61 Reach-1 850 500-year 3000.00 569.64 581.92 583.12 0.022589 10.44 468.84 120.90 0.63 HEC-RAS Plan: multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 765 10-year 1600.00 568.28 579.30 579.57 0.004535 4.80 512.27 128.03 0.32 Reach-1 765 50-year 2250.00 568.28 580.35 580.71 0.005097 5.58 657.88 149.05 0.35 Reach-1 765 100-year 2500.00 568.28 580.71 581.09 0.005265 5.84 712.43 156.20 0.36 Reach-1 765 500-year 3000.00 568.28 581.37 581.80 0.005547 6.31 819.46 169.35 0.37 Reach-1 725 10-year 1600.00 567.70 578.99 579.12 0.003497 4.13 809.44 189.04 0.26 Reach-1 725 50-year 2250.00 567.70 580.06 580.21 0.003675 4.62 1016.30 196.85 0.28 Reach-1 725 100-year 2500.00 567.70 580.42 580.59 0.003743 4.79 1088.55 199.51 0.28 Reach-1 725 500-year 3000.00 567.70 581.09 581.28 0.003878 5.11 1223.90 204.39 0.29 Reach-1 680 10-year 1600.00 567.30 577.37 578.09 0.038690 7.83 273.65 68.99 0.55 Reach-1 680 50-year 2250.00 567.30 578.25 579.16 0.042477 8.94 339.86 82.28 0.59 Reach-1 680 100-year 2500.00 567.30 578.54 579.52 0.043945 9.34 364.10 86.76 0.60 Reach-1 680 500-year 3000.00 567.30 579.05 580.17 0.046854 10.08 410.76 96.30 0.63 Reach-1 480 10-year 1600.00 565.70 575.15 572.40 575.28 0.006004 3.92 751.90 234.51 0.25 Reach-1 480 50-year 2250.00 565.70 576.15 572.99 576.29 0.006011 4.26 1006.62 278.82 0.26 Reach-1 480 100-year 2500.00 565.70 576.48 573.21 576.62 0.006004 4.37 1101.41 293.61 0.26 Reach-1 480 500-year 3000.00 565.70 577.07 573.59 577.22 0.006009 4.57 1283.18 318.77 0.26 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/10 Post Project Report.pdf CC1LOMR.rep - Notepad HEC-RAS HEC-RAS 6.3.1 September 2022 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Stream CC-1 Post Project Project File : CC1LOMR.prj Run Date and Time: 1/8/2024 2:51:21 PM Project in English units PLAN DATA Plan Title: MF Plan File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'D' - STREAM CC-1 POST PROJECT\CC1LOMR.p02 Geometry Title: Proposed on-site Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'D' - STREAM CC-1 POST PROJECT\CC1LOMR.g01 Flow Title : Multi-flow Flow File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'D' - STREAM CC-1 POST PROJECT\CC1LOMR.f02 Plan Summary Information: Number of: Cross Sections = 26 Multiple Openings = 0 Culverts = 1 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Multi-flow Flow File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'D' - STREAM CC-1 POST PROJECT\CC1LOMR.f02 Flow Data (cfs) River Reach RS 10-year 50-year PF 3 PF 4 RIVER-1 Reach- 2500 3000 RIVER-1 Reach-1 1360 1600 2250 2500 3000 Boundary Conditions River Reach Profile Upstream Downstream RIVER-1 Reach-1 10-year Normal S = 0.006 RIVER-1 Reach-1 50-year Normal S = 0.006 RIVER-1 Reach-1 PF 3 Normal S = 0.006 RIVER-1 Reach-1 PF 4 Normal S = 0.006 GEOMETRY DATA Geometry Title: Proposed on-site Geometry File : p:\Projects\GEES1354 - Prominence\LOMR\FLOODPLAIN NARRATIVE AND REPORT\APPENDIX 'D' - STREAM CC-1 POST PROJECT\CC1LOMR.g01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5150 INPUT Description: AUG 1983 FS 15 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev .9 1100 602.3 1200 601.3 1300 600.5 1374 599.6 1379 596.4 1380 595.7 1381 596.2 1400 600.1 1410 600.6 1417 599 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 680 .08 1374 .06 1400 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5120 INPUT Description: This is a REPEATED section. Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 5105 INPUT Description: Bridge #2 Distance from Upstream XS = 1 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Upstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1375 601.7 600 1382.1 601.7 599.9 Downstream Bridge Cross Section Data Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378. 596 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Coeff Contr. Expan. 1375 1382.1 .1 .3 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5090 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 670 604 920 602.9 1050 601.5 1100 601.6 1200 601.1 1300 600.9 1375 601.7 1375 596 1378.1 596 1378.1 600 1382.1 596 1382.1 601.7 1400 602.1 1500 604.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .08 1375 .02 1382.1 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1375 1382.1 30 30 30 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 5060 INPUT Description: AUG 1983 FS 13 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 604 850 602.9 950 601.5 1000 600. .5 1226 599.5 1228 595.9 1233 595.7 1240 596.1 1256 604.6 1300 604.9 1400 605.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 550 .08 1226 .06 1256 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1226 1256 180 260 280 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4800 INPUT Description: AUG 1983 FS 12 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 602.7 1100 599.6 1200 599.8 1300 599.5 1335 598.3 .5 1350 593.8 1365 599.2 1400 600.5 1557 603.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1335 .06 1365 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 310 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4490 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev . .7 1288 596.2 1290 592.3 1301 591.6 1315 592.1 1317 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .08 1288 .06 1317 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 190 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 4230 INPUT Description: AUG 1983 FS 11 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 598.9 1100 598.4 1172 597.5 1200 594.5 1213 590.6 1216 590.1 1218 590.6 1225 593.4 1300 594.9 1350 593. 1600 598.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1200 .06 1225 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1200 1225 380 500 350 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3730 INPUT Description: AUG 1983 FS 10 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 597.6 1100 595.8 1200 591.9 1211 588.4 1215 587.7 1219 588.4 1223 591.3 1300 592.9 1400 594.8 1450 595. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1200 .06 1223 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1200 1223 350 310 300 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3420 INPUT Description: AUG 1983 FS 9 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 596.2 1100 593. .8 1163 585.6 1170 586.2 1177 591.5 1200 591.4 1300 591.6 1400 592.7 1500 592. Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1151 .06 1177 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1151 1177 240 380 240 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 3040 INPUT Description: AUG 1983 FS 8 Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1400 590.8 1416 589.2 1430 584.3 1433 584.4 1436 585.2 1448 590.5 1500 591.5 1600 591.6 1670 592 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 990 .07 1416 .06 1448 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1416 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2620 INPUT Description: AUG 1983 FS 7 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 590.8 1100 588.4 1200 587 1300 586.4 1328 581.4 1336 579.9 1340 579.6 1345 586.9 1400 587.8 1500 590.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1300 .06 1345 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1300 1345 220 220 220 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2400 INPUT Description: Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 920 588.4 970 587.3 1000 586.7 1042 585.8 1100 584.9 1142 584.3 1159 582.5 1168 581.6 1170 580. .5 1182 578. .1 1196 584.4 1200 585.1 1242 585.5 1300 586.5 1342 587.6 1371 588.3 1420 589.5 1470 590.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 920 .07 1159 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 230 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2180 INPUT Description: AUG 1983 FS 6 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 585.8 1100 583.1 1168 581.5 1174 577.4 1182 576.8 1189 577.3 1196 581.8 1200 583 1300 583. .8 1600 590.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 2060 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 584.9 1100 582.2 1168 580.6 1174 576.5 1182 575.9 1189 576.4 1196 580.9 1200 582.1 1300 582.7 1400 585.1 1500 586.9 1600 589.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 150 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1910 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 583.8 1100 581.1 1168 579.5 1174 575.4 1182 574.8 1189 575.3 1196 579. . .8 1600 588.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 120 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1790 INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1080 580.7 1100 580.2 1168 578.6 1174 574.5 1182 573.9 1189 574.4 1196 578.9 1200 580.1 1300 580.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1080 .07 1168 .06 1196 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1168 1196 80 80 80 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1710 INPUT Description: LOOP 288 TEXAS HIGHWAY DEPARTMENT PROPOSED BRIDGE PLANS Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 350 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 1535 INPUT Description: Bridge #1 Distance from Upstream XS = 1 Deck/Roadway Width = 348 Weir Coefficient = 2.7 Upstream Deck/Roadway Coordinates num= 19 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1160 585.42 570.4 1160 585.42 581.5 1200 585.3 581.5 1200 585.3 570.4 1300 584.8 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Upstream Bridge Cross Section Data Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1100 581.5 1100 578.8 1160 577.2 1170 573.1 1182 572. .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1100 .08 1160 .06 1200 .08 Bank Sta: Left Right Coeff Contr. Expan. 1160 1200 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1100 1160 584.9 F 1200 1200 584.9 F Downstream Deck/Roadway Coordinates num= 20 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 586.4 570.4 1100 585.6 570.4 1200 585.3 570.4 1300 584.8 570.4 1351 584.698 570.4 1351 584.698 581.5 1390 584.62 581.5 1390 584.62 570.4 1400 584.6 570.4 1450 584 570.4 1530 609 570.4 2100 589.9 570.4 2200 587.7 570.4 2300 586 570.4 2400 585.1 570.4 2500 584.7 570.4 2600 585 570.4 2700 586 570.4 2800 587.7 570.4 2900 589.4 570.4 Downstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1200 582.4 1272 581.7 1285 580.08 .12 1596 579.9 1692 579.8 1757 580.08 1790 582 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1200 .08 1327 .06 1395 .08 Bank Sta: Left Right Coeff Contr. Expan. 1327 1395 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1200 1350 584 F 1375 1790 584 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 606.65 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 1 Pier Data Pier Station Upstream= 1180 Downstream= 1370.5 Upstream num= 2 Width Elev Width Elev 6.5 572.5 6.5 581.5 Downstream num= 2 Width Elev Width Elev 6.5 570.4 6.5 581.5 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Yarnell KVal = 2.5 Selected Low Flow Methods = Yarnell High Flow Method Pressure and Weir flow Submerged Inlet Cd = Submerged Inlet + Outlet Cd =.6401844 Max Low Cord = 581.5 Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1360 INPUT Description: AUG 1983 FS 3 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1200 582.4 1272 581.7 1285 580. 579.12 1596 579.9 1692 579.8 1757 580.08 1790 582 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1200 .08 1327 .06 1395 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1200 1350 584 F 1375 1790 584 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1114 INPUT Description: SEP 2023 AS-BUILT Station Elevation Data num= 15 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 584.21 77 581.14 179 577.23 210 575.56 214 574.82 218 569.13 221 568.19 228 569.55 230 575.77 230 575.93 233 576.84 242 577.52 277 577.52 377 578.79 462 581.96 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 210 .035 242 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210 242 28 28 28 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 1086 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 585.48 3585.4688 3585.4656 10585.3488 47584.4677 54584.2538 56 584.153 79583.7183 83583.0987 101580.9265 103 580.502 112578.4364 118 576.826 119 576.558 150574.5278 153574.1399 158573.4168 168 573.311 183572.7036 186572.4926 193572.8837 195572.8151 201569.5863 203566.7723 203566.3765 209564.9229 209564.8723 210564.9376 219569.0876 222 572.283 224575.2691 237576.3329 247577.3768 253577.4228 256577.4482 279578.1563 298578.5092 303578.4912 323578.4125 351578.4673 363578.5543 377578.7572 384 578.9 420 581.11 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 195 .035 222 .12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 974 INPUT Description: PROPOSED CROSSECTION Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.3 27 569.77 27.1 569.39 42 569.28 58 569.28 74 569.29 88 569.41 88.1 569.86 119 582.15 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 27 .015 88.1 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 27 88.1 91 91 91 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 27 F 88.1 119 F CULVERT RIVER: RIVER-1 REACH: Reach-1 RS: 900 INPUT Description: Distance from Upstream XS = 20 Deck/Roadway Width = 40 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 583.8 20 581.4 40 581.3 70 582.5 90 582.1 110 582.3 350 581.7 Upstream Bridge Cross Section Data Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.3 27 569.77 27.1 569.39 42 569.28 58 569.28 74 569.29 88 569.41 88.1 569.86 119 582.15 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 27 .015 88.1 .05 Bank Sta: Left Right Coeff Contr. Expan. 27 88.1 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 27 F 88.1 119 F Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 583.8 20 581.4 40 581.3 70 582.5 90 582.1 110 582.3 350 581.7 Downstream Bridge Cross Section Data Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.58 15 582.49 27 582.78 44 582.41 44 582.63 62 569.81 67 568.49 68 569.09 73 568.22 82 568.57 98 568.42 100 568.46 113 568.46 129 568.3 129.1 568.7 138 569.05 154 573.11 183 578.99 208 580. .9 342 581.72 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 68 .015 129.1 .05 Bank Sta: Left Right Coeff Contr. Expan. 68 129.1 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 68 F 129.1 342 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 10 10 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 24 40 .013 .013 0 .2 1 Number of Barrels = 3 Upstream Elevation = 569.33 Centerline Stations Sta. Sta. Sta. 47 58 69 Downstream Elevation = 568.46 Centerline Stations Sta. Sta. Sta. 88 99 110 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 883 INPUT Description: SEP 2023 AS-BUILT SURVEY, DS CULVERT Station Elevation Data num= 22 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 583.58 15 582.49 27 582.78 44 582.41 44 582.63 62 569.81 67 568.49 68 569.09 73 568.22 82 568.57 98 568.42 100 568.46 113 568.46 129 568.3 129.1 568.7 138 569.05 154 573.11 183 578.99 208 580. .9 342 581.72 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 68 .015 129.1 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 68 129.1 66 56 116 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 68 F 129.1 342 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 827 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 581.56 7 580.44 36 569.82 44 566.75 76 566.17 98 569.01 188 572.94 249 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 36 .035 98 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 36 98 61 83 81 .1 .3 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 744 INPUT Description: SSEP 2023 AS-BUILT SURVEY Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 579.78 48 571.1 71 566.65 81 565.67 106 565.5 127 563.1 143 562.66 154 564.24 161 565.34 180 567.87 216 576.26 246 577.85 278 580.76 285 580.36 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .12 48 .35 180 .5 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 48 180 36 45 56 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 50 180 566.3 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 699 INPUT Description: SEP 2023 AS-BUILT SURVEY Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 579.99 8 579.73 33 577.18 67 570.4 97 565.34 118 561.18 132 561.62 157 565.79 169 567.54 178 567.95 210 574.64 231 575.86 262 580 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .12 33 .35 210 .5 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 70 175 566.3 F CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 480 INPUT Description: SEP 2023 AS-BUILT Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 580.05 91 577.24 157 575.67 182 574.89 219 576.12 229 575.24 269 575.14 280 574.7 289 570.34 299 564.87 303 565.49 309 572.54 318 572.65 334 574.74 364 574.68 370 576.41 399 577.5 426 579 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 91 .12 157 .05 219 .12 280 .06 309 .12 364 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 280 309 0 0 0 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 219 575.12 F SUMMARY OF MANNING'S N VALUES River:RIVER-1 Reach River Sta. n1 n2 n3 n4 n5 n6 n7 Reach-1 5150 .08 .06 .08 Reach-1 5120 .08 .02 .08 Reach-1 5105 Bridge Reach-1 5090 .08 .02 .08 Reach-1 5060 .08 .06 .08 Reach-1 4800 .08 .06 .08 Reach-1 4490 .08 .06 .08 Reach-1 4230 .08 .06 .08 Reach-1 3730 .07 .06 .06 Reach-1 3420 .07 .06 .06 Reach-1 3040 .07 .06 .06 Reach-1 2620 .07 .06 .06 Reach-1 2400 .07 .06 .06 Reach-1 2180 .07 .06 .06 Reach-1 2060 .07 .06 .06 Reach-1 1910 .07 .06 .06 Reach-1 1790 .07 .06 .06 Reach-1 1710 .08 .06 .08 Reach-1 1535 Bridge Reach-1 1360 .08 .06 .08 Reach-1 1114 .05 .035 .12 Reach-1 1086 .05 .035 .12 Reach-1 974 .05 .015 .05 Reach-1 900 Culvert Reach-1 883 .05 .015 .05 Reach-1 827 .05 .035 .05 Reach-1 744 .12 .35 .5 Reach-1 699 .12 .35 .5 Reach-1 480 .05 .12 .05 .12 .06 .12 .05 SUMMARY OF REACH LENGTHS River: RIVER-1 Reach River Sta. Left Channel Right Reach-1 5150 30 30 30 Reach-1 5120 30 30 30 Reach-1 5105 Bridge Reach-1 5090 30 30 30 Reach- Reach-1 Reach- Reach- Reach-1 Reach- Reach-1 3040 410 420 420 Reach- Reach- Reach-1 2180 80 120 100 Reach- Reach- Reach-1 1790 80 80 80 Reach- Reach-1 1535 Bridge Reach-1 1360 80 80 80 Reach-1 1114 28 28 28 Reach-1 1086 78 94 160 Reach-1 974 91 91 91 Reach-1 900 Culvert Reach-1 883 66 56 116 Reach-1 827 61 83 81 Reach-1 744 36 45 56 Reach-1 699 204 219 131 Reach-1 480 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: RIVER-1 Reach River Sta. Contr. Expan. Reach-1 5150 .1 .3 Reach-1 5120 .1 .3 Reach-1 5105 Bridge Reach-1 5090 .1 .3 Reach-1 5060 .1 .3 Reach-1 4800 .1 .3 Reach-1 4490 .1 .3 Reach-1 4230 .1 .3 Reach-1 3730 .1 .3 Reach-1 3420 .1 .3 Reach-1 3040 .1 .3 Reach-1 2620 .1 .3 Reach-1 2400 .1 .3 Reach-1 2180 .1 .3 Reach-1 2060 .1 .3 Reach-1 1910 .1 .3 Reach-1 1790 .1 .3 Reach-1 1710 .1 .3 Reach-1 1535 Bridge Reach-1 1360 .1 .3 Reach-1 1114 .1 .3 Reach-1 1086 .1 .3 Reach-1 974 .3 .5 Reach-1 900 Culvert Reach-1 883 .3 .5 Reach-1 827 .1 .3 Reach-1 744 .1 .3 Reach-1 699 .1 .3 Reach-1 480 .1 .3 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/11 Post Project Floodway Summary.pdf RAS HEC-RAS Plan: FLOODWAY River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 100-year 2500.00 595.70 603.98 604.09 0.003270 4.50 1344.29 730.23 0.32 Reach-1 5150 Floodway 2500.00 595.70 604.71 604.88 0.003185 4.32 815.96 175.71 0.29 Reach-1 5120 100-year 2500.00 596.00 603.78 603.05 603.97 0.004478 7.76 1268.37 764.23 0.51 Reach-1 5120 Floodway 2500.00 596.00 604.43 603.46 604.74 0.005262 8.34 744.49 216.25 0.52 Reach-1 5105 Bridge Reach-1 5090 100-year 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.70 660.84 0.66 Reach-1 5090 Floodway 2500.00 596.00 604.06 604.49 0.007417 9.67 664.92 216.25 0.62 Reach-1 5060 100-year 2500.00 595.70 603.26 603.50 0.007182 5.91 904.35 501.51 0.45 Reach-1 5060 Floodway 2500.00 595.70 603.91 604.25 0.006925 6.09 594.12 153.48 0.45 Reach-1 4800 100-year 2500.00 593.50 601.36 600.97 601.79 0.008451 7.03 728.69 408.73 0.51 Reach-1 4800 Floodway 2500.00 593.50 602.04 601.16 602.56 0.008413 7.14 535.55 158.56 0.49 Reach-1 4490 100-year 2500.00 591.60 598.55 599.09 0.009441 7.50 651.33 412.15 0.52 Reach-1 4490 Floodway 2500.00 591.60 599.18 599.88 0.009281 7.91 448.15 108.93 0.53 Reach-1 4230 100-year 2500.00 590.10 597.50 597.65 0.004157 4.85 1000.16 393.81 0.36 Reach-1 4230 Floodway 2500.00 590.10 598.22 598.42 0.004037 4.74 753.80 172.70 0.33 Reach-1 3730 100-year 2500.00 587.70 595.44 595.71 0.005748 5.97 726.65 322.75 0.43 Reach-1 3730 Floodway 2500.00 587.70 596.04 596.47 0.005744 6.36 500.17 110.76 0.43 Reach-1 3420 100-year 2500.00 585.60 594.03 594.21 0.004028 5.02 910.38 455.85 0.35 Reach-1 3420 Floodway 2500.00 585.60 594.74 594.99 0.003881 4.88 667.38 176.62 0.32 Reach-1 3040 100-year 2500.00 584.30 592.03 592.44 0.009450 7.00 709.66 540.41 0.54 Reach-1 3040 Floodway 2500.00 584.30 592.68 593.21 0.009401 7.24 515.97 179.48 0.52 Reach-1 2620 100-year 2500.00 579.60 588.72 588.03 589.14 0.006785 6.21 659.53 347.32 0.45 Reach-1 2620 Floodway 2500.00 579.60 589.45 589.97 0.006536 6.38 478.33 108.92 0.44 Reach-1 2400 100-year 2500.00 578.20 586.60 586.33 587.26 0.010793 7.82 530.85 299.16 0.58 Reach-1 2400 Floodway 2500.00 578.20 587.01 588.00 0.012221 8.72 342.69 76.80 0.63 Reach-1 2180 100-year 2500.00 576.80 585.54 585.79 0.003897 5.50 839.65 370.04 0.36 HEC-RAS Plan: FLOODWAY River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 2180 Floodway 2500.00 576.80 585.63 586.09 0.005578 6.63 534.89 139.39 0.43 Reach-1 2060 100-year 2500.00 575.90 585.36 585.48 0.001840 4.02 1136.18 414.58 0.25 Reach-1 2060 Floodway 2500.00 575.90 585.40 585.63 0.002673 4.86 748.78 176.77 0.30 Reach-1 1910 100-year 2500.00 574.80 585.23 585.29 0.000795 2.85 1565.27 468.56 0.17 Reach-1 1910 Floodway 2500.00 574.80 585.24 585.34 0.001133 3.41 1071.96 218.10 0.20 Reach-1 1790 100-year 2500.00 573.90 585.13 585.20 0.000707 2.84 1253.27 220.00 0.16 Reach-1 1790 Floodway 2500.00 573.90 585.11 585.21 0.000960 3.31 1046.85 175.82 0.19 Reach-1 1710 100-year 2500.00 572.50 584.49 579.00 585.04 0.003336 5.99 417.40 100.00 0.33 Reach-1 1710 Floodway 2500.00 572.50 584.48 579.00 585.04 0.003343 5.99 417.13 54.00 0.33 Reach-1 1535 Bridge Reach-1 1360 100-year 2500.00 570.00 579.41 576.78 581.17 0.009260 10.62 235.31 159.43 0.61 Reach-1 1360 Floodway 2500.00 570.00 580.17 576.78 581.67 0.007157 9.83 254.22 68.00 0.54 Reach-1 1114 100-year 2500.00 568.19 579.40 579.12 580.36 0.005651 9.15 543.95 270.79 0.65 Reach-1 1114 Floodway 2500.00 568.19 579.89 581.08 0.005480 9.49 325.58 66.27 0.65 Reach-1 1086 100-year 2500.00 564.87 579.89 580.09 0.000528 4.51 1098.25 294.41 0.23 Reach-1 1086 Floodway 2500.00 564.87 580.52 580.76 0.000523 4.64 770.87 90.75 0.23 Reach-1 974 100-year 2500.00 569.28 579.84 573.05 580.08 0.000068 3.89 643.40 106.30 0.21 Reach-1 974 Floodway 2500.00 569.28 580.53 573.05 580.73 0.000082 3.65 685.24 61.10 0.19 Reach-1 900 Culvert Reach-1 883 100-year 2500.00 568.22 578.69 578.94 0.000074 4.00 625.71 132.02 0.22 Reach-1 883 Floodway 2500.00 568.22 579.38 579.60 0.000088 3.75 667.44 61.10 0.20 Reach-1 827 100-year 2500.00 566.17 578.79 578.84 0.000100 2.17 1685.44 227.01 0.11 Reach-1 827 Floodway 2500.00 566.17 579.45 579.51 0.000112 2.16 1434.36 138.12 0.11 Reach-1 744 100-year 2500.00 562.66 578.78 578.81 0.002697 1.22 2202.57 250.76 0.06 Reach-1 744 Floodway 2500.00 562.66 579.45 579.47 0.002654 1.26 1976.68 150.67 0.06 HEC-RAS Plan: FLOODWAY River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 699 100-year 2500.00 561.18 578.64 578.66 0.003994 1.29 2012.19 233.06 0.07 Reach-1 699 Floodway 2500.00 561.18 579.31 579.34 0.003536 1.24 2021.71 177.00 0.06 Reach-1 480 100-year 2500.00 564.87 577.11 576.30 577.60 0.006008 6.83 680.26 292.28 0.42 Reach-1 480 Floodway 2500.00 564.87 577.71 576.22 578.31 0.006007 7.16 546.59 138.98 0.43 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/12 Post Project Multi-flow Summary.pdf RAS HEC-RAS Plan: Multi-flow River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 5150 10-year 1600.00 595.70 603.45 603.53 0.002504 3.70 998.11 576.04 0.28 Reach-1 5150 50-year 2250.00 595.70 603.83 603.94 0.003134 4.33 1243.30 688.83 0.31 Reach-1 5150 PF 3 2500.00 595.70 603.98 604.09 0.003270 4.50 1344.29 730.23 0.32 Reach-1 5150 PF 4 3000.00 595.70 604.24 604.35 0.003212 4.59 1538.85 737.00 0.32 Reach-1 5120 10-year 1600.00 596.00 603.25 602.73 603.43 0.003955 6.93 900.94 616.67 0.47 Reach-1 5120 50-year 2250.00 596.00 603.63 602.97 603.82 0.004480 7.65 1156.84 722.63 0.51 Reach-1 5120 PF 3 2500.00 596.00 603.78 603.05 603.97 0.004478 7.76 1268.37 764.23 0.51 Reach-1 5120 PF 4 3000.00 596.00 604.06 603.25 604.24 0.004317 7.81 1492.88 828.05 0.50 Reach-1 5105 Bridge Reach-1 5090 10-year 1600.00 596.00 602.73 602.73 603.21 0.009167 10.00 617.29 495.95 0.71 Reach-1 5090 50-year 2250.00 596.00 603.21 603.60 0.008271 9.98 878.03 606.28 0.68 Reach-1 5090 PF 3 2500.00 596.00 603.41 603.75 0.007630 9.78 1002.70 660.84 0.66 Reach-1 5090 PF 4 3000.00 596.00 603.75 604.04 0.006729 9.48 1245.14 755.75 0.62 Reach-1 5060 10-year 1600.00 595.70 602.67 602.86 0.005785 5.05 649.76 385.68 0.40 Reach-1 5060 50-year 2250.00 595.70 603.09 603.32 0.006891 5.71 824.85 455.90 0.44 Reach-1 5060 PF 3 2500.00 595.70 603.26 603.50 0.007182 5.91 904.35 501.51 0.45 Reach-1 5060 PF 4 3000.00 595.70 603.57 603.81 0.007398 6.14 1073.73 586.97 0.46 Reach-1 4800 10-year 1600.00 593.50 600.57 600.50 601.12 0.010317 7.07 433.46 335.20 0.55 Reach-1 4800 50-year 2250.00 593.50 601.18 600.89 601.62 0.008595 6.95 658.15 392.41 0.51 Reach-1 4800 PF 3 2500.00 593.50 601.36 600.97 601.79 0.008451 7.03 728.69 408.73 0.51 Reach-1 4800 PF 4 3000.00 593.50 601.63 601.20 602.07 0.008723 7.36 842.43 433.74 0.52 Reach-1 4490 10-year 1600.00 591.60 597.80 598.27 0.008351 6.48 403.66 223.38 0.48 Reach-1 4490 50-year 2250.00 591.60 598.36 598.90 0.009405 7.33 575.18 377.06 0.52 Reach-1 4490 PF 3 2500.00 591.60 598.55 599.09 0.009441 7.50 651.33 412.15 0.52 Reach-1 4490 PF 4 3000.00 591.60 598.91 599.41 0.008977 7.58 802.16 426.54 0.52 Reach-1 4230 10-year 1600.00 590.10 596.75 596.88 0.004166 4.40 717.12 353.45 0.35 Reach-1 4230 50-year 2250.00 590.10 597.31 597.46 0.004143 4.73 926.21 383.42 0.36 Reach-1 4230 PF 3 2500.00 590.10 597.50 597.65 0.004157 4.85 1000.16 393.81 0.36 Reach-1 4230 PF 4 3000.00 590.10 597.86 598.02 0.004232 5.10 1146.77 437.37 0.37 Reach-1 3730 10-year 1600.00 587.70 594.76 594.99 0.005175 5.24 524.46 271.14 0.40 HEC-RAS Plan: Multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 3730 50-year 2250.00 587.70 595.27 595.53 0.005622 5.80 672.68 309.84 0.42 Reach-1 3730 PF 3 2500.00 587.70 595.44 595.71 0.005748 5.97 726.65 322.75 0.43 Reach-1 3730 PF 4 3000.00 587.70 595.76 596.05 0.005917 6.27 832.77 346.73 0.44 Reach-1 3420 10-year 1600.00 585.60 593.52 593.67 0.003461 4.40 685.88 424.27 0.32 Reach-1 3420 50-year 2250.00 585.60 593.90 594.08 0.003879 4.86 853.09 447.95 0.34 Reach-1 3420 PF 3 2500.00 585.60 594.03 594.21 0.004028 5.02 910.38 455.85 0.35 Reach-1 3420 PF 4 3000.00 585.60 594.21 594.42 0.004591 5.46 993.50 467.46 0.38 Reach-1 3040 10-year 1600.00 584.30 591.44 591.31 591.91 0.010169 6.71 435.21 344.53 0.55 Reach-1 3040 50-year 2250.00 584.30 591.90 592.32 0.009515 6.90 640.77 518.02 0.54 Reach-1 3040 PF 3 2500.00 584.30 592.03 592.44 0.009450 7.00 709.66 540.41 0.54 Reach-1 3040 PF 4 3000.00 584.30 592.35 592.69 0.007911 6.66 885.72 545.28 0.50 Reach-1 2620 10-year 1600.00 579.60 587.89 588.33 0.007311 5.82 401.99 266.68 0.46 Reach-1 2620 50-year 2250.00 579.60 588.51 588.94 0.006996 6.16 588.71 330.88 0.46 Reach-1 2620 PF 3 2500.00 579.60 588.72 588.03 589.14 0.006785 6.21 659.53 347.32 0.45 Reach-1 2620 PF 4 3000.00 579.60 588.92 589.40 0.007835 6.82 729.47 362.82 0.49 Reach-1 2400 10-year 1600.00 578.20 585.99 585.28 586.53 0.009104 6.65 365.85 236.91 0.52 Reach-1 2400 50-year 2250.00 578.20 586.48 586.17 587.09 0.010011 7.42 496.84 289.04 0.56 Reach-1 2400 PF 3 2500.00 578.20 586.60 586.33 587.26 0.010793 7.82 530.85 299.16 0.58 Reach-1 2400 PF 4 3000.00 578.20 587.95 588.18 0.003703 5.28 1011.87 415.63 0.35 Reach-1 2180 10-year 1600.00 576.80 584.07 584.62 0.008265 6.90 384.77 252.35 0.50 Reach-1 2180 50-year 2250.00 576.80 584.88 585.29 0.006336 6.59 615.54 317.56 0.45 Reach-1 2180 PF 3 2500.00 576.80 585.54 585.79 0.003897 5.50 839.65 370.04 0.36 Reach-1 2180 PF 4 3000.00 576.80 587.74 587.80 0.000789 2.95 1799.46 496.67 0.17 Reach-1 2060 10-year 1600.00 575.90 583.40 583.80 0.006147 6.10 451.55 273.72 0.44 Reach-1 2060 50-year 2250.00 575.90 584.55 584.76 0.003362 5.06 817.24 363.98 0.33 Reach-1 2060 PF 3 2500.00 575.90 585.36 585.48 0.001840 4.02 1136.18 414.58 0.25 Reach-1 2060 PF 4 3000.00 575.90 587.70 587.74 0.000422 2.28 2252.71 530.85 0.12 Reach-1 1910 10-year 1600.00 574.80 582.93 583.12 0.002975 4.53 638.13 322.94 0.31 Reach-1 1910 50-year 2250.00 574.80 584.32 584.42 0.001410 3.54 1160.84 417.87 0.22 Reach-1 1910 PF 3 2500.00 574.80 585.23 585.29 0.000795 2.85 1565.27 468.56 0.17 Reach-1 1910 PF 4 3000.00 574.80 587.67 587.69 0.000220 1.76 2840.22 571.83 0.09 HEC-RAS Plan: Multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 1790 10-year 1600.00 573.90 582.74 582.85 0.001497 3.44 727.86 220.00 0.22 Reach-1 1790 50-year 2250.00 573.90 584.18 584.27 0.001003 3.17 1045.64 220.00 0.19 Reach-1 1790 PF 3 2500.00 573.90 585.13 585.20 0.000707 2.84 1253.27 220.00 0.16 Reach-1 1790 PF 4 3000.00 573.90 587.61 587.65 0.000326 2.25 1798.77 220.00 0.11 Reach-1 1710 10-year 1600.00 572.50 582.29 577.73 582.66 0.002822 4.85 329.64 100.00 0.30 Reach-1 1710 50-year 2250.00 572.50 583.54 578.67 584.09 0.003612 5.93 379.60 100.00 0.34 Reach-1 1710 PF 3 2500.00 572.50 584.49 579.00 585.04 0.003336 5.99 417.40 100.00 0.33 Reach-1 1710 PF 4 3000.00 572.50 587.48 579.64 587.61 0.000793 3.32 1105.53 100.00 0.16 Reach-1 1535 Bridge Reach-1 1360 10-year 1600.00 570.00 578.99 575.04 579.78 0.004413 7.12 224.86 67.71 0.42 Reach-1 1360 50-year 2250.00 570.00 579.31 576.33 580.76 0.007778 9.67 232.77 129.25 0.56 Reach-1 1360 PF 3 2500.00 570.00 579.41 576.78 581.17 0.009261 10.62 235.31 159.37 0.61 Reach-1 1360 PF 4 3000.00 570.00 579.94 577.65 582.20 0.011122 12.07 248.48 433.81 0.68 Reach-1 1114 10-year 1600.00 568.19 577.90 577.90 579.23 0.009282 9.72 219.18 145.91 0.80 Reach-1 1114 50-year 2250.00 568.19 578.86 578.86 580.08 0.007482 9.90 406.64 242.49 0.74 Reach-1 1114 PF 3 2500.00 568.19 579.40 579.10 580.36 0.005655 9.15 543.74 270.75 0.65 Reach-1 1114 PF 4 3000.00 568.19 580.82 581.29 0.002527 7.04 984.38 346.30 0.45 Reach-1 1086 10-year 1600.00 564.87 578.04 578.22 0.000535 4.05 630.10 161.61 0.23 Reach-1 1086 50-year 2250.00 564.87 579.35 579.56 0.000554 4.48 942.94 283.31 0.23 Reach-1 1086 PF 3 2500.00 564.87 579.89 580.09 0.000528 4.51 1098.14 294.41 0.23 Reach-1 1086 PF 4 3000.00 564.87 580.99 581.18 0.000463 4.48 1436.38 317.65 0.22 Reach-1 974 10-year 1600.00 569.28 578.06 572.09 578.20 0.000051 2.99 534.37 98.25 0.18 Reach-1 974 50-year 2250.00 569.28 579.34 572.79 579.55 0.000065 3.67 612.58 104.02 0.20 Reach-1 974 PF 3 2500.00 569.28 579.84 573.05 580.08 0.000068 3.89 643.37 106.29 0.21 Reach-1 974 PF 4 3000.00 569.28 580.88 573.52 581.16 0.000071 4.24 706.79 110.98 0.22 Reach-1 900 Culvert Reach-1 883 10-year 1600.00 568.22 577.49 577.62 0.000046 2.90 552.36 124.41 0.17 Reach-1 883 50-year 2250.00 568.22 578.40 578.62 0.000066 3.70 607.97 130.18 0.21 Reach-1 883 PF 3 2500.00 568.22 578.69 578.94 0.000074 4.00 625.68 132.02 0.22 HEC-RAS Plan: Multi-flow River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 883 PF 4 3000.00 568.22 579.21 579.53 0.000090 4.57 656.91 137.40 0.25 Reach-1 827 10-year 1600.00 566.17 577.54 577.57 0.000066 1.63 1411.29 212.83 0.09 Reach-1 827 50-year 2250.00 566.17 578.48 578.53 0.000091 2.03 1616.87 223.55 0.11 Reach-1 827 PF 3 2500.00 566.17 578.79 578.84 0.000100 2.17 1685.33 227.00 0.11 Reach-1 827 PF 4 3000.00 566.17 579.33 579.39 0.000120 2.45 1809.86 233.16 0.12 Reach-1 744 10-year 1600.00 562.66 577.54 577.55 0.001657 0.90 1903.36 227.72 0.05 Reach-1 744 50-year 2250.00 562.66 578.48 578.50 0.002407 1.14 2127.04 245.73 0.06 Reach-1 744 PF 3 2500.00 562.66 578.78 578.81 0.002698 1.22 2202.42 250.75 0.06 Reach-1 744 PF 4 3000.00 562.66 579.32 579.36 0.003282 1.39 2340.50 259.69 0.07 Reach-1 699 10-year 1600.00 561.18 577.45 577.46 0.002462 0.94 1747.28 212.50 0.05 Reach-1 699 50-year 2250.00 561.18 578.35 578.37 0.003562 1.20 1945.70 228.08 0.07 Reach-1 699 PF 3 2500.00 561.18 578.64 578.66 0.003995 1.29 2012.03 233.05 0.07 Reach-1 699 PF 4 3000.00 561.18 579.14 579.18 0.004875 1.47 2132.85 241.85 0.08 Reach-1 480 10-year 1600.00 564.87 576.14 573.67 576.63 0.006008 6.26 427.44 231.75 0.42 Reach-1 480 50-year 2250.00 564.87 576.88 574.69 577.36 0.006003 6.69 613.96 276.27 0.42 Reach-1 480 PF 3 2500.00 564.87 577.11 576.30 577.60 0.006008 6.83 680.26 292.28 0.42 Reach-1 480 PF 4 3000.00 564.87 577.52 576.65 578.00 0.006005 7.06 806.13 317.62 0.43 Prominence Square L24-0001/L24-0001 4th Submittal Comment Response Letter.pdf Microsoft Word - 4th Submittal Comment Response Letter.doc March 4th, 2025 Daniel Deeter Engineering Facilitator Daniel.Deeter@CityofDenton.com (682) 310-7406 City Project Number #L24-0001 AEG Project #GEES1354 Dear Daniel Deeter, 2415 N. Elm Street Denton, TX 76201 Office: 940.380.9453 Fax: 940.380.9431 www.ae-grp.com TBPE Firm #: 7898 Allison Engineering has reviewed the comments and has incorporated the changes and improvements as indicated below. Our responses to the items required for consideration are presented below: DAT Comments – Engineering Facilitator (Daniel Deeter): 1. (NOT SATISFIED – see comment d)- 2nd review No revised MT-2 forms submitted for review. Provide completed FEMA MT-2 application forms applicable to your request. Ensure that MT-2 Form 1 was signed by the requester and certifying engineer. (DSACLC 6.2) a. MT-2 Hydraulics section for CC-1 needs revision to correct the error in the WSE. b. MT-2 Hydraulics section needs revision for both streams, missing Duplicate Effective. Note Duplicate Effective represents the closest you can get your modeling to match the current regulatory model and flood maps and does not include the updated cross sections and surface data used to create the corrected effective/pre-project model. C. c. (SATISFIED) MT-2 Common Regulatory Requirements: Fill being placed according to narrative, revise. Form 1, Item 5b. indicates Fill is part of revision but Form 2 items D3 & D4 (on page 3) say no fill. Clarify discrepancy and show area removed by fill that city need to be aware of that it needs to be kept “reasonably safe from flooding” during future development. There are places where the proposed floodway is wider than the regulatory floodway, owners will need to be notified d. (NOT SATISFIED) Cooper Creek forms are correct. However, while the models show tie-in of CC-1 at XS 1360, the incorrect values are provided on Form2 Section B (page 7 of MT form pdf). 3rd Review: As shown in MT-2 Form 2.B.1 (both Cooper and CC-1) upstream limits do not tie in within 0.5’. The scope of the map revision will need to be extended upstream (probably without needing to change the models) to a point where the 0.5’ match is achieved. For Cooper this appears to be XS 18596.96. It appears that CC-1 ties in upstream of route 288. Cooper Creek forms are correct. However, while the models show tie-in of CC-1 at XS 1360, the incorrect values are "P:\Projects\TBL2301 - Claymex\Submittals\Fin al Plat\2024-03-07 4th Submittal\MP24-0002 Comment Response Letter.doc" Page 1 of 4 Page 2 of 4 provided on Form2 Section B (page 7 of MT form pdf). 3rd Review: As shown in MT-2 Form 2.B.1 (both Cooper and CC-1) upstream limits do not tie in within 0.5’. The scope of the map revision will need to be extended upstream (probably without needing to change the models) to a point where the 0.5’ match is achieved. For Cooper this appears to be XS 18596.96. It appears that CC-1 ties in upstream of route 288. Response: Corrected MT-2 Form. 5. (ISSUE WITH MODEL INCORPORATED INTO COMMENT 17e) Provide all geometries, flow files and steady state plans in same model (per stream) to facilitate review (i.e. contained as separate geometries and plans under a single .prj file). hydraulic backwater models of the 10, 50, 100, and 500-year flood for the following as applicable (DSACLC 6.6): a. (SATISFIED) b. (SATISFIED) c. (SATISFIED) d. (ISSUE WITH MODEL INCORPORATED INTO COMMENT 17e) – 2nd review: What changes were made between current effective and the corrected effective? All references are to the 2011 CLOMR process. Cross-sections are not georeferenced and no data provided to allow for review, also cross-sections currently show as crossing within HEC-RAS model.) 1st Review: Corrected Effective FIS Model. Make another copy of approved pre-project model (copy geometry and plan within same .prj) and re-run in current version to show if there are changes in water surface due to running previously approved corrected effective/pre-project condition in the updated/current version of HEC-RAS. Allison 1st Response: Models have been updated to the same version but have remained as separate models as approved during the CLOMR process. Per our in-person meeting, this should be acceptable. i. (Satisfied) ii. (Satisfied) iii. Incorporate more detailed topographic information. Recently survey data is provided on work map. However, a certified topographic map is required for the pre-project corrections to the regulatory model. This map may also serve to explain differences in flowline described in comment 8 below. a. 3rd Review: Work map (used as Certified Topographic Work map) shows everything required of a Certified Topographic Work map, except for the topography. However, the exhibit indicated as Survey provides this. While having a single exhibit is expected, we will accept the data on multiple sheets. b. Where LIDAR is used to determine the location of the proposed limits of the floodplain, between cross sections where survey topography is not generated, this needs to be shown somewhere, on one of these exhibits or another, as well. c. The survey exhibit does not show all the points used in the Post Project Modeling. In particular 14150 only includes one point in the channel. Other cross sections we checked that are missing points include 17020, 17400 and 17500. Provide missing points. iv. (Satisfied) e. SATISFIED – Applicant states Corrected Effective and Pre-Project are same.) Page 3 of 4 5. (Deferred to FEMA) – 3rd Review Table in report appears to show flood elevations increasing at XS 14598.35. However, this is not the case because the Corrected Existing and Post Project model are not at the same location as the Duplicate Effective (though they use the same name). It is confusing that these should have exactly the same name (to the decimal of feet) but not be at the same location. It is understood with the inclusion of more accurate survey of meandering and revisions or straightening that the stream lengths will not exactly match the XS names but they should at least fall between the names of the DE cross sections and to the extent possible should be roughly proportional of the distance between the DE sections. It is not reasonable that cross sections 17020 and 14598.35 should have 50’ between them. Update cross sections names as described above and put DE 14598.35 in its proper place in the table relative to the other profiles and add DE XS 15713.63 to the table in its proper place. 2nd Review See figure, the bank stations do not bound the new channel centerline on a number of the added cross- sections. Verify cross-section numbering is appropriate, large discrepancies between the reach lengths and the cross- section numbering. Also, see additional modeling comments below. 1st review: Post-Project (Proposed//Revised) Conditions FIS Model (DSACLC 6.7): Response: Comment Noted. 6. (SATISFIED) 3rd review: It is not clear from narrative how slope was chosen for normal depth boundary at CC-1. It is based on the inverts of a sample downstream reach? the slope of the FIS profile? attempting to match a particular elevation? Why not use known elevation from Cooper which appears to be relatively lower that elevations on CC-1? It could be possibly argued that Cooper Creek and CC-1 will have differential timing if that is the reason you are not applying Cooper water levels as known water levels for the boundary of CC-1. Provide more detail in narrative and source/method used to determine 0.006 slope if you continue to use this in the model) – 2nd review: Provide additional clarification why the Tailwater was changed for CC-1 to Normal Depth instead of updating the Known Water Surface Elevation to the WSE at the confluence of CC-1 and Cooper Creek.) 1st review: The computed water surface elevation profiles must converge with the existing profiles. CC-1 downstream condition does not match, describe how downstream condition was determined. (DSACLC 6.10) 7. (NOT SATISFIED) a. (SATISFIED) Areas adjacent to a stream that drains more than 1 square mile and are below the streams’ Base Flood Elevations are to be included in the Special Flood Hazard Area otherwise known as Zone A or Zone AE and do not qualify as an “Other Flood Area” otherwise known as Shaded Zone X. b. (SATISFIED) This is consistent with the map of the CLOMR (below) which showed the areas to be removed from the floodplain and the area in question with the same shading as the original Zone AE Special Flood Hazard Area/Floodplain. On the image to the left, weather a gap is left for the driveway is not clear but on the right the driveway is excluded and the balance of the area is shown as “floodway fringe” otherwise known as part of the Zone AE. Regardless, if the driveway area has not been filled it cannot be removed from the Zone AE. c. (SATISFIED) The direction from Michael Linder was that IF a DSA was provided showing the lost volume would not cause an impact and IF permission is received Page 4 of 4 from TxDot (the owner of the property that needs to be filled) and THEN a deviation can be requested and IF approved fill can be placed, as-built and added to LOMR. If applicant wants to submit LOMR without doing all this then the area must be indicated as Zone AE floodplain and applicant can later apply for deviation to not have to submit a future CLOMR/LOMR for the driveway with requirements similar to the above. Response: Paragraphs (a), (b) and (c0 appear to be marked (Satisfied), the TxDOT permit has been approved, and the fill installed, as shown by the contours on the Workmap. The “7. (NOT SATISFIED)” appears to be a “TYPO”, if not please clarify what was not satisfied. 8. (Pending, see below) 2nd review: Area is by definition Zone AE if it is below the 100-year BFE. 1st review: Area shown in grey on work map and labeled as subject to “flooding due to backwater” must be included in proposed floodplain delineation on work maps and annotated floodplain if the area is below adjacent flood elevations, using the same line styles as other delineated proposed floodplain. Response: Updated to current Shots and delineation. 9. Post-Project Model (CCPP) does not match elevations given in report as shown on exhibit below. Provide model matching report and exhibit or update report to match model. Update floodplain boundary on TxDOT frontage if necessary. Note also, name of model (CCPP) does not match model name given in MT form (LOMR). Response: Corrected Exhibit and Models to match latest shots. 10. Model and exhibit incorporate revised grading along TxDOT frontage. However, it appears that obsolete spot elevations (not consistent with updated contours) are being shown (circled) on the certified topographic map. Update exhibit, consistent with points in model, such that both are based on latest survey data to be used for LOMR. Response: Corrected Exhibit and Models to match latest shots. Respectfully Submitted, Allison Engineering Group Prominence Square L24-0001/L24-0001 4th Submittal LOMR Wokrmap _ Exhibits.pdf Denton County, Texas Letter of Map Revision Request in the for Prominence Square Plotted By: Plot Date: Save Date: Plot Style Table: File Name: Tuesday March 2025 - 1:07:17 PM Monday, February 3, 2025 9:24:16 AM P:\Projects\GEES1354 - Prominence\LOMR\WORKMAP\1354 Cover & Annoted FIRM.dwgAllison.ctb Diego Carrillo Save Date:Plot Style Table: File Name: City Project No. L24-0001 OWNER: DANNY JOHNSON 604 N. BELL AVE DENTON, TEXAS 76209 PHONE: (940) 484-7048 SURVEYOR: TRINITY LAND SURVEYING 121 W. HICKORY ST., STE. 106 DENTON, TEXAS 76210 PHONE: 940-293-3180 CONTACT: MICHAEL L. BLACK ENGINEER: ALLISON ENGINEERING GROUP 2415 N. ELM STREET PHONE: (940) 380-9453 TBPE FIRM REG # 7898 CONTACT: GREG K. EDWARDS, P.E. CONTENTS 01 Cover 02 Work Map 03 Annotated FIRM 04 Survey Data Exhibit 4" BRASS DISK TxDOT MON. 577.19 (N7134397.26 E2399995.88) CONCRETE TxDOT MON. 580.59 (N7134509.91 E2400471.51) HORIZONTAL DATUM TEXAS STATE PLAIN NAD-83 VERTICAL DATUM NAVD-88 US FEET BM #1 BM #2 BENCHMARKS February 2025 City of Denton, VICINITY MAP NOT TO SCALE US 380 N. MAYHILL RD. LOOP 288 PROMINENCE PKWY MINGO ROAD SITE G.K. EDWARDS 48294 T E R E D I G E R S P R O F E S S I O N A L E N G I N E E R S T A T E O F T E X A S 2025/03/04 FLOODWAY AREA IN ZONE AE AS SCALED FROM FIRM MAP NO. 48121C0380G FOR DENTON COUNTY, TEXAS AND INCORPORATED ARES, DATED APRIL 18, 2011 (SEE FLOOD NOTE) 7' X 6' BOX CULVERT FL = ±554.5' 48" RCP FL = ±563.4' SECTION 14075 HENRY RIFE, D/B/A HENRY RIFE INVESTMENTS REMAINDER OF CALLED 5.012 ACRES VOL. 5131, PG. 2474 O.R.D.C.T LOT 1, BLOCK A QUIK TRIP ADDITION CAB. V, PG. 104 P.R.D.C.T. HUMPHREYS FUND I REIT, LLC TRACT 3, CALLED 2.0510 ACRES DOC. NO. 2019-857 O.R.D.C.T. VELOCIS DENTON SOUTH JV, LP TRACT 1, CALLED 1.786 ACRES DOC. NO. 2022-49251 O.R.D.C.T VELOCIS DENTON SOUTH JV, LP TRACT 2, CALLED 4.147 ACRES DOC. NO. 2022-49251 O.R.D.C.T GERALD L. SIMMONS CALLED 2.958 ACRES VOL. 783, PG. 197 D.R.D.C.T LOT 1, BLOCK A PROSE PROMINENCE DOC. NO. 2022-186 P.R.D.C.T. PARK LAND LOT 2, BLOCK A PROSE PROMINENCE DOC. NO. 2022-186 P.R.D.C.T. STATE OF TEXAS CALLED 10.37 ACRES VOL. 322, PG. 527 D.R.D.C.T STATE OF TEXAS CALLED 7.87 ACRES VOL. 308, PG. 255 D.R.D.C.T STATE OF TEXAS CALLED 191,125 SQ. FT. VOL. 1019, PG. 293 D.R.D.C.T JNJ PROMINENCE SQUARE REMAINDER OF CALLED 59.352 ACRES DOC. NO. 2009-27978 O.R.D.C.T LOT 1, BLOCK A NORTHCUTT ADDITION DOC. NO. 2014-222 P.R.D.C.T. LOT 2, BLOCK A NORTHCUTT ADDITION DOC. NO. 2014-222 P.R.D.C.T. CITY OF DENTON, TEXAS CALLED 2.200 ACRES DOC. NO. 2016-146398 O.R.D.C.T CITY OF DENTON, TEXAS CALLED 3.616 ACRES VOL. 545, PG. 102 D.R.D.C.T CITY OF DENTON, TEXAS CALLED 1.251 ACRES DOC. NO. 2015-28849 O.R.D.C.T GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB UNKOWN VAULTSIGN "RIGHT TURN ONLY" SIGN "NO LEFT TURN " CURB INLET RIM = ±594.1' FL 32" RCP (S) = ±586.8' FL 32" RCP (N) = ±586.1' CURB INLET RIM = ±592.3' FL 32" RCP (S) = ±585.0' FL 32" RCP (N) = ±584.9' CURB INLET RIM = ±590.2' FL 32" RCP (S) = ±583.3' FL 32" RCP (N) = ±583.5'CURB INLET RIM = ±588.4' FL 32" RCP (S) = ±582.3' FL 32" RCP (N) = ±582.3' CURB INLET RIM = ±586.6' FL 32" RCP (S) = ±580.4' FL 32" RCP (N) = ±580.4' CURB INLET RIM = ±584.4' FL INLET = ±569.3' FIBER OPTIC MARKER "GRANDE" FIBER OPTIC MARKER "VERIZON" FIBER OPTIC VAULT "GRANDE" SSMH (BOLTED) SSMH (BOLTED) SSMH (BOLTED) UTILITY MARKER "SBC" UTILITY MARKER "SBC" FIBER OPTIC MARKER "VERIZON" SIGN "380/377" SIGN "380/377" SIGN "DO NOT ENTER" 18" RCP FL = ±578.5' 10' WIDE BOX CULVERT (X3) FIBER OPTIC MARKER "ZAYO" RIP-RAP HEADWALL HEADWALL 32" RCP FL = ±577.7' SIGN "288 / 377" SIGN "WRONG WAY" SIGN "TRUCK 380" SIGN "COSERV" 7' X 6' BOX CULVERT FL = ±554.5' 48" RCP FL = ±563.4' SHEET Checked by: Drawn by: Plotted By: Plot Date:Save Date: Plot Style Table:File Name: 2415 N. ELM STREET DENTON, TEXAS 76201 Phone (940) 380-9453 ae-grp.com info@ae-grp.com Texas Board of Professional Engineers Registration Number: F-7898 JNJ PROMINENCE SQUARE, LP LOMR PROMINENCE SQUARE DENTON, DENTON COUNTY, TEXAS Made in Texas G.K. EDWARDS 48294 T E R E D I G E R S P R O F E S S I O N A L E N G I N E E R S T A T E O F T E X A S 2025/03/04 580 POSTDEVELOPMENT CREEK FLOWLINE OWNER: Jerry Simmons A0774a Wm Lloyd, Tr 31, 2.96 Acres OWNER: Ken Hodge & Assoc Inc A0774a Wm Lloyd, Tr 32, 1.794 Acres OWNER: Ken Hodge & Assoc Inc A1469a Mep & Prr, Tr 17, 5.0 Acres OWNER: Habib P Arab A1469a Mep & Prr, Tr 12, 8.87 Acres OWNER: Habib P Arab A0774a Wm Lloyd, Tr 30a, 1.77 Acres OWNER: Henry Rife & Danny Johnson A1469a Mep & Prr, Tr 18, 9.8 Acres OWNER: City of Denton A1469a Mep & Prr, Tr 19, 3.62 Acres OWNER: DBA Henry Rife A0774a Wm Lloyd, Tr 29, 3.92 Acres US HIGHWAY 380 FEMA FLOODPLAIN PER PER FIRM 48121C0380G REVISED APRIL 18, 2011 FEMA XSECTION 17512.92 FLOODPLAIN ZONE AE TIE-IN PROPOSED ROAD FLOW LINE TIE-IN FEMA FIRM STREAM LINE XSECTION 14100 SECTION 14400 SECTION 14300 SECTION 13737 SECTION 14500 SECTION 14550 SECTION 14598.35 SECTION 17020 SECTION 17300 SECTION 17400 SECTION 17500 SECTION 17210 FEMA FIRM FLOODWAY POST DEVELOPMENT 100-YR FLOODPLAIN ZONE AE SECTION 13778 SECTION 13823 SECTION 13876 SECTION 13893 SECTION 13971 SECTION 14037 CC-1 SECTION 883 CC-1 SECTION 974 CC-1 SECTION 1086 CC-1 SECTION 1114 CC-1 SECTION 827 CC-1 SECTION 744 CC-1 SECTION 699 LOOP 288 SECTION 14150 LEGEND N. MAYHILL RD. 0 100 50 200 SCALE: 1"=100' SECTION 14200 FEMA FIRM FLOODWAY FEMA FIRM FLOODWAY POST DEVELOPMENT 100-YR FLOODPLAIN ZONE AE POST DEVELOPMENT 500-YR FLOODPLAIN POST DEVELOPMENT FLOODWAY POST DEV. 100-YR FLOODPLAIN ZONE AE POST DEVELOPMENT FLOODWAY POST DEVELOPMENT 100-YR FLOODPLAIN ZONE AE POST DEVELOPMENT 500-YR FLOODPLAIN FEMA 500-YR FLOODPLAIN (NOT DELINEATED ON FIRM) POST DEV. FLOODWAY BM #2 BM #1 BENCHMARK #1 4" BRASS DISK TxDOT MON. ELEV. = 577.19 N: 7134397.26 E: 2399995.88 BENCHMARK #2 CONCRETE TxDOT MON. ELEV. = 580.59 N: 7134509.91 E: 2400471.51 FLOODPLAIN ZONE AE TIE-IN FLOODPLAIN ZONE AE TIE-IN FLOODWAY TIE-IN 500-YR FLOODPLAIN TIE-IN FLOODPLAIN ZONE AE TIE-IN 500-YR FLOODPLAIN TIE-IN 576 575 574 FLOODWAY TIE-IN 573 578 579 572 579 580 500-YR FLOODPLAIN TIE-IN FLOW LINE TIE-IN FLOW LINE TIE-IN FLOODWAY TIE-IN FLOODWAY TIE-IN 4" BRASS DISK TxDOT MON. 577.19 (N7134397.26 E2399995.88) CONCRETE TxDOT MON. 580.59 (N7134509.91 E2400471.51) HORIZONTAL DATUM TEXAS STATE PLAIN NAD-83 VERTICAL DATUM NAVD-88 US FEET BM #1 BM #2 FEMA FIRM FLOODPLAIN ZONE AE 500-YR FLOOD PLAIN TIE-IN CC-1 SECTION 1360 (FEMA SECTION EXTENDED & UPDATED 2023 DATA) FEMA FIRM FLOODWAY POST DEV. 500-YR FLOODPLAIN POST. DEV. FLOODWAY DEV. = DEVELOPMENT POST DEV. 500-YR FLOODPLAIN FEMA BFE 576 FEMA BFE 573 FEMA BFE 578 FEMA BFE 582 SECTION14075 NOTES: 1. FEMA FIRM INFORMATION IS BASED ON FIRM MAP NO. 48121C0380G, REVISED APRIL 18, 2011. 2. TOPOGRAPHIC INFORMATION IS BASED ON FIELD DATA PROVIDED BY TRINITY LAND SURVEYING, DECEMBER 2023. 577 CROSS SECTION LOCATIONS FEMA FIRM 100-YR FLOODWAY FEMA FIRM STREAM LINE POST DEVELOPMENT 500-YR FLOODPLAIN POST DEVELOPMENT FLOODPLAIN ZONE AE POST DEVELOPMENT 100-YR FLOODWAY FEMA FIRM FLOODPLAIN ZONE AE FEMA FIRM 500-YR FLOODWAY POST DEVELOPMENT FLOW LINE POST DEVELOPMENT BFE FEMA FIRM BFE FEMA XSECTIONS POST DEVELOPMENT FLOW LINE FEMA XSECTION 1280 CC-1 SECTION 480 (FEMA SECTION EXTENDED & UPDATED 2023 DATA) OWNER: Jack C Humphreys, Etal Quik Trip Addn Blk A Lot 1 POST DEVELOPMENT 500-YR FLOODPLAIN WORK MAP 02 GKE RLB Job: DDR2303 Roger Bussell Monday, May 22, 2023 9:23:53 AMFriday, August 11, 2023 10:15:24 AM Allison.ctbP:\Projects\GEES1354 - Prominence\LOMR\WORKMAP\1354-FLO ODPLAIN.dwg Plotted By: Plot Date: Save Date: Plot Style Table: File Name: Tuesday March 2025 - 12:59:36 PM Monday, February 3, 2025 9:24:16 AM P:\Projects\GEES1354 - Prominence\LOMR\WORKMAP\1354 Cover & Annoted FIRM.dwgAllison.ctb Diego Carrillo Save Date:Plot Style Table: File Name: Annotated FIRM 576 POST DEVELOPMENT ZONE AE POST DEVELOPMENT ZONE X POST DEVELOPMENT BASE FLOOD ELEVATION POST DEVELOPMENT FLOODWAY ANNOTATION LEGEND 580 600 586 AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAT 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% CHANCE FLOOD.ZONE X HENRY RIFE, D/B/A HENRY RIFE INVESTMENTS REMAINDER OF CALLED 5.012 ACRES VOL. 5131, PG. 2474 O.R.D.C.T LOT 1, BLOCK A QUIK TRIP ADDITION CAB. V, PG. 104 P.R.D.C.T. HUMPHREYS FUND I REIT, LLC TRACT 3, CALLED 2.0510 ACRES DOC. NO. 2019-857 O.R.D.C.T. VELOCIS DENTON SOUTH JV, LP TRACT 1, CALLED 1.786 ACRES DOC. NO. 2022-49251 O.R.D.C.T VELOCIS DENTON SOUTH JV, LP TRACT 2, CALLED 4.147 ACRES DOC. NO. 2022-49251 O.R.D.C.T GERALD L. SIMMONS CALLED 2.958 ACRES VOL. 783, PG. 197 D.R.D.C.T LOT 1, BLOCK A PROSE PROMINENCE DOC. NO. 2022-186 P.R.D.C.T. PARK LAND LOT 2, BLOCK A PROSE PROMINENCE DOC. NO. 2022-186 P.R.D.C.T. STATE OF TEXAS CALLED 10.37 ACRES VOL. 322, PG. 527 D.R.D.C.T STATE OF TEXAS CALLED 7.87 ACRES VOL. 308, PG. 255 D.R.D.C.T STATE OF TEXAS CALLED 191,125 SQ. FT. VOL. 1019, PG. 293 D.R.D.C.T JNJ PROMINENCE SQUARE REMAINDER OF CALLED 59.352 ACRES DOC. NO. 2009-27978 O.R.D.C.T LOT 1, BLOCK A NORTHCUTT ADDITION DOC. NO. 2014-222 P.R.D.C.T. LOT 2, BLOCK A NORTHCUTT ADDITION DOC. NO. 2014-222 P.R.D.C.T. CITY OF DENTON, TEXAS CALLED 2.200 ACRES DOC. NO. 2016-146398 O.R.D.C.T CITY OF DENTON, TEXAS CALLED 3.616 ACRES VOL. 545, PG. 102 D.R.D.C.T CITY OF DENTON, TEXAS CALLED 1.251 ACRES DOC. NO. 2015-28849 O.R.D.C.T UNKOWN VAULT FIBER OPTIC MARKER "GRANDE" FIBER OPTIC MARKER "VERIZON" FIBER OPTIC VAULT "GRANDE" SSMH (BOLTED) SSMH (BOLTED) SSMH (BOLTED) UTILITY MARKER "SBC" UTILITY MARKER "SBC" FIBER OPTIC MARKER "VERIZON" FIBER OPTIC MARKER "ZAYO" SECTION 14075 577.7 574.92 570.31 564.6564.21 571.97 570.82 569.99 569.91 568.11 571.47 571.02 567.54 573.5 574.91 577.62 579.39 578.99 577.14 574.51 574.71 574.47 572.80 563.59 566.62 568.60 570.83 575.67 576.33 576.89 574.45 569.23 562.72 570.17 571.48 575.97 575.82 576.68 563.12 568.93 566.19 563.33 566.1 565.97 566.61 571.36 572.96 572.18 571.31 574.57 575.27 577.08 570.87 572.46 573.51 576.06 576.25 568.64 563.63 564.27 578.61 576.29 576.38 572.53 572.58 572.40 573.63 561.26 569.33 570.38 573.59 570.02 566.94 566.57 569.85 579.56 567.42 567.66 571.36 571.26 572.09 571.65 574.58 575.43 562.13 562.19 570.06 570.38 570.92 570.60 570.05 574.58 565.37 564.69 565.74 562.82 557.72 556.68 563.37567.17 567.46571.88 573.2 570.57 557.57 556.30 557.86 561.31 575.12 570.16 569.69 569.26 571.18 562.33 557.38 554.87 579.04 578.69 564.01 562.51 568.59 572.12 573.24 558.41 568.47 568.14 567.44 556.41 554.49 555.17 555.25 563.32 565.52 567.41 567.49 567.11 568.32 571.10 572.98 582.08 577.35 576.50 576.12 566.94 566.58 567.48 581.24 581.65 583.07 565.05 564.86 565.94 585.16 575.45 567.42 566.66 568.66 583.06 584.71 578.59 567.90 568.78 569.10582.75 575.49 572.01 571.54 571.38 572.65 572.61 566.62 566.40 567.34 566.71 571.16 575.72 575.86 574.64 567.95 567.54 565.79 561.62 561.18 565.34 570.40 577.18 579.73 577.08 577.08 577.08 577.08 577.08 567.87 565.34 564.24 562.66 563.10 565.50 566.65 571.1 579.78 572.94 596.01 566.17 566.75 596.82 580.44 581.56 580.67 589.99 573.11 569.05 568.30 568.42 567.41 568.22 569.09 569.81 582.63 584.21 581.14 577.23 575.56 574.82 578.19 569.55 577.52 577.52 578.79 576.84 573.37 573.24 568.13 581.21 583.99 584.45 578.69 577.24 580.50 580.27 575.67 574.89 575.47 575.24 575.32 579.06 580.71 583.38 583.43 567.67 572.54 575.44 577.94 579.21 578.34 576.12 579.95 579.34 578.66 575.99 582.25 585.47 585.16 585.70 585.38 587.67 584.20 585.19 584.65 588.97 588.82 576.68 582.28 582.31 582.86 578.08 581.03 579.41 577.69 582.78 582.49 583.58 582.00 581.90 581.72 580.22 580.97 581.65 582.10 581.96 579.13 578.90 579.96 582.56 582.90 582.29 581.94 580.2 580.5 581.03 580.50 582.37 582.85 582.39 582.26 582.26 578.94 582.89 582.15 569.28 569.28 569.84 569.29 569.84 576.60 576.17 577.36 563.97 563.62 574.05 576.83 577.12 571.42 576.89 575.98 567.78 562.58 563.64 565.10 564.15 563.94 569.36 555.05 557.40 562.08 558.43 581.22 568.46 586.46 564.21 571.34 562.50 564.05 571.21 564.67 565.37 568.57 569.52 565.87 557.49 559.18 586.25 565.67 564.02 570.83 564.36 560.97 572.42 571.66 567.69 565.45 559.34 558.21 557.49 557.99 571.40 576.24 SHEET Checked by: Drawn by: Plotted By: Plot Date:Save Date: Plot Style Table:File Name: 2415 N. ELM STREET DENTON, TEXAS 76201 Phone (940) 380-9453 ae-grp.com info@ae-grp.com Texas Board of Professional Engineers Registration Number: F-7898 JNJ PROMINENCE SQUARE, LP LOMR PROMINENCE SQUARE DENTON, DENTON COUNTY, TEXAS Made in Texas G.K. EDWARDS 48294 T E R E D I G E R S P R O F E S S I O N A L E N G I N E E R S T A T E O F T E X A S 2025/03/04 OWNER: Jack C Humphreys, Etal Quik Trip Addn Blk A Lot 1 OWNER: Jerry Simmons A0774a Wm Lloyd, Tr 31, 2.96 Acres OWNER: Ken Hodge & Assoc Inc A1469a Mep & Prr, Tr 17, 5.0 Acres OWNER: Habib P Arab A1469a Mep & Prr, Tr 12, 8.87 Acres OWNER: Habib P Arab A0774a Wm Lloyd, Tr 30a, 1.77 Acres OWNER: Henry Rife & Danny Johnson A1469a Mep & Prr, Tr 18, 9.8 Acres OWNER: City of Denton A1469a Mep & Prr, Tr 19, 3.62 Acres OWNER: DBA Henry Rife A0774a Wm Lloyd, Tr 29, 3.92 Acres US HIGHWAY 380 FEMA XSECTION 17512.92 XSECTION 14100 SECTION 14400 SECTION 14300 SECTION 13737 GEES XSEC 14042 SECTION 14500 SECTION 17300 SECTION 17400 SECTION 17210 SECTION 13778 SECTION 13823 SECTION 13876 SECTION 13893 SECTION 13971 CC-1 SECTION 699 LOOP 288 SECTION 14150 N. MAYHILL RD. 0 100 50 200 SCALE: 1"=100' SECTION 14200 572 POST. DEV. FLOODWAY FEMA BFE 573 LEGEND POST DEVELOPMENT FLOODPLAIN ZONE AE DEV. = DEVELOPMENT PROPERTY LINE SITE BOUNDARY POST-DEVELOPMENT CONTOURS SECTION LOCATIONS XSECTION 14100 POST DEVELOPMENT GRADE POST DEVELOPMENT FLOW LINE UNDISTURBED AREA MODELED BASED ON APPROVED CLOMR SECTION DATA XXX.XX 4" BRASS DISK TxDOT MON. 577.19 (N7134397.26 E2399995.88) CONCRETE TxDOT MON. 580.59 (N7134509.91 E2400471.51) HORIZONTAL DATUM TEXAS STATE PLAIN NAD-83 VERTICAL DATUM NAVD-88 US FEET BM #1 BM #2 BENCHMARKS SURVEY DATA EXHIBIT 04 GKE RLB Job: DDR2303 Roger Bussell Monday, May 22, 2023 9:23:53 AMFriday, August 11, 2023 10:15:24 AM Allison.ctbP:\Projects\GEES1354 - Prominence\LOMR\WORKMAP\1354-WORKMAP EXHIBITS.dwg BM #2 BM #1 BENCHMARK #1 4" BRASS DISK TxDOT MON. ELEV. = 577.19 N: 7134397.26 E: 2399995.88 BENCHMARK #2 CONCRETE TxDOT MON. ELEV. = 580.59 N: 7134509.91 E: 2400471.51 SECTION 17500 SECTION 17020 SECTION 14037 SECTION 14550 SECTION 14598.35 POST. DEV. FLOODWAY POST DEVELOPMENT 500-YR FLOODPLAIN NOTE: 1. FIELD DATA PROVIDED BY TRINITY LAND SURVEYING, MICHAEL BLACK DATED DECEMBER 2023. 2. LiDAR DATA PROVIDED BY TEXAS DRONE COMPANY DATED SEPTEMBER 2023 FIELD SURVEY CONTOURS LiDAR CONTOURS SECTION 14075 CC-1 SECTION 480 CC-1 SECTION 744 CC-1 SECTION 827 CC-1 SECTION 833 CC-1 SECTION 974 CC-1 SECTION 1086 CC-1 SECTION 1114 CC-1 SECTION 1360 Prominence Square L24-0001/L24-0001 4th Submittal MT-2 FORMS.pdf L24-0001 4th Submittal MT-2 FORMS B. HYDRAULICS 1. Reach to be Revi§ed - --- ......... .. ·-· ..... ·-·· -··"·••·---·- . -· -. .. Descriptioo .. .. __ Cross.Section ___ .... --···· . Water�Surface Elevation (ft.) ... __ ..... -- -·· ··· Effective Proposed/Revised Downstream Limit* Cooper Creek 13158.3 570.32 570.32 Upstream Limit* Cooper Creek 18967.14 586.30 586.15 *Proposed/Revised elevations must tie-into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. H;-draulic Me!hQr;l/MQr;lel !.!§ed: Solid Conservation Service Unit hydrograph method � Steady State □ Unsteady State □ One-Dimensional □ Two-Dimentional3. Ere-Submittal Belliew Q[ t:l;-drauliQ MQdel§* DHS-FEMA has developed two review programs, CHECK-2 and CHECK-RAS, to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. HEC-RAS File Description**: Models Submitted Natural Run Floodway Run Datum Duplicate Effective Model• File Name: Plan Name: File Name: Plan Name: I Corrected Effective Model* File Name: Plan Name: File Name: Plan Name: Existing or Pre-Project File Name: Plan Name: File Name: Plan Name: Conditions Model 2011CLOMR MF 2011 CLOMR I FW Revised or Post-Project File Name: Plan Name: File Name: Plan Name: Conditions Model CCPP MF CCPP I FW Other -(attach description) File Name: Plan Name: File Name: Plan Name: I * For details, refer to the corresponding section of the instructions. **See instructions for information about modeling other then HEC-RAS. Digital Models Submitted? (Required) C. MAPPING REQUIREMENTS A certified topographic work map must be submitted showing the following information (where applicable): the boundaries of the effective, existing, and proposed conditions 1 %-annual-chance floodplain (for approximate Zone A revisions) or the boundaries of the 1 %- and 0.2%annual-chance floodplains and regulatory floodway (for detailed Zone AE, AO, and AH revisions); location and alignment of all cross sections with stationing control indicated; stream, road, and other alignments (e.g., dams, levees, etc.); current community easements and boundaries; boundaries of the requester's property; certification of a registered professional engineer registered in the subject State; location and description of reference marks; and the referenced vertical datum (NGVD, NAVO, etc.). TopQgrapbii;; lofQrma!iQ□; Source: Smartnet RTK GPS Network Vertical Datum: NAVDBB UD FEET Accuracy: � Digital Mapping (GIS/CADD) Data Submitted (preferred) I Date: May-December 2023 I Spatial Projection: GEOID 128 -··· · Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries. Please attach a copy of the effective FIRM and/or FBFM, at the same scale as the original, annotated to show the boundaries of the revised 1%-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1%-and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. IZl Annotated FIRM and/or FBFM (Required) . . FEMA FORM FF-206-FY-21-101 (formerly 086-0-27 A) (01/21) Page 2 of 3 B. HYDRAULICS 1. Reach to b!:l Revis!:ld ----··· •.. .. ··-·-· ···-·· ____ ,, ····-·"·-····· ,. -...... -•··· .Description ..... .... _. ___ .. Cross.Section . __ . ·•·· .. _ .. Water,.Surface Elevation (ft.)-----.. -. Proposed/Revised Downstream Limit* Stream CC-1 480 Upstream Limit* Stream CC-1 1360 Effective 576.30 579.80 576.30 579.41 *Proposed/Revised elevations must tie-into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. lj:idrgn11ic M!;lthog/MQdel Us!;lg: Solid Conservation Service Unit hydrograph method lg] Steady State □ Unsteady State □ One-Dimensional □ Two-Dimentional3. er�-Submitt2I Beview Qf !::l:ii::lrauliQ MQi::lels* DHS-FEMA has developed two review programs, CHECK-2 and CHECK-RAS, to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. HEC-RAS File Description*•: Models Submitted Natural Run Floodway Run Datum Duplicate Effective Model* File Name: Plan Name: File Name: Plan Name: I Corrected Effective Model* File Name: Plan Name: File Name: Plan Name: I Existing or Pre-Project File Name: Plan Name: File Name: Plan Name: Conditions Model CC-1 CLOMR MF CC-1 CLOMR I FW Revised or Post-Project File Name: Plan Name: File Name: Plan Name: Conditions Model CC-1 LOMR MF CC-1 LOMR I FW Other -(attach description) File Name: Plan Name: File Name: Plan Name: I • For details, refer to the corresponding section of the instructions. **See instructions for information about modeling other then HEC-RAS. lg] Digital Models Submitted? (Required) C. MAPPING REQUIREMENTS . -A certified topographic work map must be submitted showing the following information (where applicable): the boundaries of the effective, existing, and proposed conditions 1%-annual-chance floodplain (for approximate Zone A revisions) or the boundaries of the 1%-and 0.2%annual-chance floodplains and regulatory floodway (for detailed Zone AE, AO, and AH revisions); location and alignment of all cross sections with stationing control indicated; stream, road, and other alignments (e.g., dams, levees, etc.); current community easements and boundaries; boundaries of the requester's property; certification of a registered professional engineer registered in the subject State; location and description of reference marks; and the referenced vertical datum (NGVD, NAVO, etc.). IQpQgrn1:1□iQ l□fQ[rn2tiQ□; lg] Digital Mapping (GIS/CADD) Data Submitted (preferred) Source: Smartnet RTK GPS Network I Date: May-December 2023 Vertical Datum: NAVD88 UD FEET I Spatial Projection: GEOID 128 Accuracy: - -· - -- . - -•... , . Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries. Please attach a copy of the effective FIRM and/or FBFM, at the same scale as the original, annotated to show the boundaries of the revised 1%-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1 %-and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. lg] Annotated FIRM and/or FBFM (Required) FEMA FORM FF-206-FY-21-101 (formerly 086-0-27A) (01/21) Page 2 of 3 -· Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Existing.pdf Untitled-1 Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Flow-chart.pdf flow-chart.psd Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Hydrograph Comparison.pdf Z:\SENT RECORDS\1300-1399\1354\CLOMR\graph Layout1 (1) Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Letter.pdf Untitled-1 Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/PP 4 of 5.PDF Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/PP 5 of 5.PDF Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Proposed.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Transmittal.pdf Transmittal.pdf *5(*(':$5'6(1*,1((5,1*6(59,&(6,1& $0$1'$&2857321'(57;