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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Colorado Water Conservation Board <br />City of Ouray, Colorado <br /> <br />North Ouray Uncompahgre River Redevelopment Project <br />STATION 624+90 TO 712+30 <br /> <br />Table of Contents <br /> <br />Letter of Transmittal <br /> <br />Table of Contents <br /> <br />1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I <br />Purpose of Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I <br />Authority and Acknowledgements ................................. I <br /> <br />Coordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I <br /> <br />2.0 PURPOSE AND SCOPE ........................................ I <br />Community Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " I <br /> <br />Scope of Study ............................................... 2 <br />Principal flood Problems ........................................ 2 <br /> <br />3.0 ENGINEERING METHODS .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 <br />Surveying and Mapping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 <br />Hydrologic Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 <br />Hydraulic Analysis ............................................ 4 <br />Model Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 <br />Proposed Project . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 <br /> <br />4.0 STUDY FINDINGS ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . " 6 <br />Model Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 <br />Proposed Channel Improvements. ................................. 7 <br /> <br />5.0 BffiLlOGRAPHY AND REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . .. II <br /> <br />APPENDICES: <br /> <br />A. HEC-2 MODEL - BASELINE CONDITIONS <br />B. CROSS SECTIONS - COMPUTER GENERATED, BASELINE CONDITIONS <br />C. CROSS SECTION - MANUAL PLOTS, BASELINE CONDITIONS <br />D. CALCULATIONS FOR CHANNEL IMPROVEMENTS <br />E. CROSS SECTIONS - WITH CHANNEL IMPROVEMENTS <br />F. HEC-MODEL - PROPOSED CHANNEL IMPROVEMENTS <br />