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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 />USGS gauges on the Arkansas River at Pueblo and Canon City. An area proportion <br /> <br /> <br />was then applied between the Pueblo and Canon City station results to obtain the <br /> <br /> <br />peak flows in the town of Florence and in Fremont County. The discharges obtained <br /> <br /> <br />in CDM's regional analysis fell within the 90 percent confidence limits of the Corps <br /> <br /> <br />of Engineers Canon City gauge station analysis discharges in Reference 1 and, <br /> <br /> <br />therefore, the hydrologic analysis, as presented by the Corps of Engineers in the <br /> <br /> <br />Florence Flood Plain Information Report, was adopted for use in estimating the <br /> <br /> <br />flood boundaries for the Arkansas River. <br /> <br />The peak discharges for the Arkansas River at Canon City and Florence are <br />presented in Table 3 and Figure 4. <br /> <br />TABLE 3 <br />PEAK DISCHARGES AT SELECTED LOCATIONS <br />Peak Discharges (cfs) <br /> <br /> Drainage Area <br />Location (square miles) lO-Yr 50-Yr 1Oo-Yr 500-Yr <br />Arkansas River <br />at Canon City 3,117 8,850 16,500 20,500 32,200 <br />at Florence 3,546 11,000 21,000 28,000 71,000 <br /> <br />For a detailed description of the hydrologic analysis, refer to the Albuquerque <br /> <br />District Corps of Engineers Flood Pla1lJ Information, Arkansas River Basin, Florence. <br /> <br />Colorado (Reference 1). A detailed technical addendum has also been prepared by <br />Camp Dresser & McKee (Reference 10). <br /> <br />Hydraulic Analysis <br /> <br />Hydraulic analyses conducted in this study were done using the U.S. Army <br /> <br />Corps of Engineers computer model HEC-RAS Water Surface Profiles, Ver. 3.0.1, <br /> <br />March 2001. All flows were set up as sub-critical flows in compliance ,\1th FEMA's <br /> <br />1985 guidelines and specifications. <br /> <br />15 <br />