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<br />-'-1 <br />i <br />I <br /> <br />o <br /><:) <br />(J <br />"', <br />.... <br />fv <br /> <br />. t <br /> <br />'-' ? <br />'< <br /> <br />,,'~' <br /> <br />~-:1 <br /> <br />-".5 <br /> <br />A tabulation of the flood discharges used in this study <br />for all the study areas is provided in Tables 6-12 included in <br />the APPENDIX. <br /> <br />A detailed description and summary of the hydrologic <br />analyses and computations is available at the offices of the <br />Colorado Water Conservation Board. <br /> <br />HydraUlic An'alysis <br /> <br />A hydraulic analysis was completed to determine the flood <br />elevation for the 10-, 50-, 100- and SOD-year flood events on <br />each of the streams in the study area. This analysis was <br />completed using the Corps of Engineer's, HEC-2 Water Surface <br />Profiles Computer Program (Ref. 8). Cross-sections of the river <br />bottom for use in the hydraulic study were provided by Kucera <br />& Associates, Photogrammetric ConSUltants, in the form of <br />digitized cross-sections and aerial, topographic maps. The <br />cross-sections and maps are specified to be representative of <br />the study area as of September 5, 1976. <br /> <br />Channel and flood plain ;l:"oughness coefficients, (Manning's <br />"nil values) used in the analysis were selected to be representative <br />of typical flood plain conditions. The coefficients were <br />, <br />established from information gathered from field inspection, <br />consultation with other agencies includingth.'tt~tJ.i-Cdli:l1tad6 <br />State University and the Colorado Highway Depa-t-6nent a's well <br />as from estimates based on hydraulic relationShips and hydraulic <br />publications (Ref. 9, 10). The roughness factors used in the <br />analyses are summarized in Table 5. <br /> <br />-13- <br />