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<br />Peak discharges for the 10-, 50-, and 100-year floods a~ong the <br />Cache La Poudre River were provided by the U.S. Army Corps of Engineers, <br />Omaha District (Reference 1). Five hundred-year discharges were <br />estimated by straight-line extrapolation of the 10-, 50-, and 100- <br />year floods estimated by the U.S. Army Corps of Engineers. <br /> <br />Peak discharge-drainage area relationships for Cache La Poudre <br />River, Spring Creek, and Dry Creek are shown in Table 1. <br /> <br />Table 1. Summary of Discharges <br /> <br />Drainage Area <br />(Square Miles) <br /> <br />Peak Discharges <br />(Cubic Feet per Second) <br />10-Year 50-Year 100-Year 500-Year <br /> <br />Flooding Source <br />and Location <br /> <br />Cache La poudre River <br />At State Highway 14 <br />At U.S. Highway 287 <br /> <br />1 <br />1,1001 <br />1,100 <br /> <br />9,586 <br />10,051 <br /> <br />15,829 <br />16,526 <br /> <br />18,893 <br />19,622 <br /> <br />27,000 <br />28,000 <br /> <br />Spring Creek <br />At Confluence With Cache <br />La poudre River 7.46 1,540 2,700 3,300 4,800 <br />Below Shields Street, <br />Upstream of North <br />Tributary 3.92 930 1,550 1,870 2,700 <br />Above Shields Street, <br />upstream of Central <br />Tributary 3.03 830 1,320 1,570 2,200 <br />At Upstream Limit of Study l,[;R 470 820 1,000 1,500 <br /> <br />Dry Creek <br />At Confluence With Cache <br />La Poudre River <br />At U.S. Highway 287 <br /> <br />65.0 <br />60.0 <br /> <br />660 <br />720 <br /> <br />1,860 <br />1,900 <br /> <br />2,700 <br />2,900 <br /> <br />5,600 <br />6,000 <br /> <br />1 . <br />Approx~mate Drainage Area <br /> <br />3.2 Hydraulic Analyses <br /> <br />Analyses of the hydraulic characteristics of streams in the community <br />were carried out to provide estimates of the elevations of floods of <br />the selected recurrence intervals along each stream studied in the <br />community~ <br /> <br />Flood elevations given in this Fort Collins Flood Insurance Study <br />for the 10-, 50-, and lOO-year recurrence intervals on the Cache La <br />poudre River were computed by the U.S. Army Corps of Engineers, <br />Omaha District. Water-surface elevations for the 500-year flood <br />were estimated based on rating curves prepared for each cross section <br />using the U.S. Army Corps of Engineers' information. <br /> <br />7 <br />