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<br />~--~ <br /> <br />Table of Contents <br /> <br />PaRe <br /> <br />5. Estimate of Channel Changes For a Single Event Flood 48 <br />5.1 Development of Geometric Data for HEC-6 Single-Event Simulation 48 <br />5.1.1 Existing Conditions 48 <br />5.1.2 Project Conditions 48 <br /> <br />5.2 Development of Sediment Data 48 <br />5.2.1 Bed Material 50 <br />5.2.2 Inflowing Load 50 <br />5.2.3 Total Load Gradation 50 <br /> <br />5.3 Development of Flood Hydrographs 50 <br /> <br />5.4 Model Performance and Calibration 55 <br /> <br />5.5 Simulation Results 55 <br />5.5.1 Existing Conditions 55 <br />5.5.2 Project Conditions 56 <br />5.5.3 Evaluation of Scour Potential Using Hand Computation <br />Methods 57 <br />5.5.4 Hand Computation Results 59 <br /> <br />5.6 Interpretation of Simulation Results 60 <br /> <br />6. Impacts of Irrigation Diversions (4) <br /> <br />67 <br /> <br />7. Armoring Potential (6) <br /> <br />69 <br /> <br />8. Equilibrium Slope Analysis (7) <br />8.1 Determination of Critical Shear Stress <br />8.2 Determination of Actual Shear Stress <br />8.3 Conclusions <br /> <br />70 <br />70 <br />73 <br />73 <br /> <br />9. Reach Classification (3) <br /> <br />74 <br /> <br />10. Impacts of Vegetation and Land Use (6) <br />10.1 Vegetation <br />10.2 Land Use <br /> <br />75 <br />75 <br />75 <br /> <br />11. Response of System to Operation of Pueblo Dam <br /> <br />76 <br /> <br />12. Recommendations on Project Designs <br /> <br />77 <br /> <br />APPENDICES <br /> <br />APPENDIX A: <br />APPENDIX B: <br />APPENDIX C: <br />APPENDIX D: <br />APPENDIX E: <br />APPENDIX F: <br /> <br />References <br />Scope of Work <br />Arkansas River Cross Sections, "Existing" Conditions <br />Arkansas River Cross Sections, "Project" Conditions <br />River Bed Profiles Computed By HEC-6 For A Single Flood Event <br />Deposition vs. Time at Each Cross Section For A Single Flood Event <br /> <br />ii <br />