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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />! r::l~ : 1 i <br />,- .! ~ <br /> <br />"Whe'Y'e a late'Y' floodflow-f'Y'equeney analysis p'Y'ovides diseha'Y'ges that <br />diffe'Y' ['Y'om those established p'Y'eviously in studies on the same st'Y'eam, the <br />latest diseha'Y'ges shall e adopted if the p'Y'eviously established diseha'Y'ges do <br />not fall within the 95 and 5 pe'Y'eent eonfidenee limits (90 pe'Y'eent eonfidenee <br />inte'Y'valJ of the most 'Y'eeent estimates; the p'Y'eviously established diseha'Y'ges <br />shall be adopted if they fall within the 15 and 25 pe'Y'eent eonfidenee limits <br />(50 pe'Y'eent eonfidenee inte'Y'vaZJ of the most 'Y'eeent estimates". (Reference 7). <br /> <br />The Gingery estimates are the most recently published flows used for <br /> <br />flood studies and will be used for comparison. The COE estimates are provided <br /> <br /> <br />as an additional reference. The Gingery estimates are all within the 90 per- <br /> <br /> <br />cent confidence interval of the present calculations. The Gingery estimates <br /> <br /> <br />not within the 50 percent confidence interval are the 10-year flow on the Big <br /> <br /> <br />Thompson and the 100- and SOO-year flows on Fall River. <br /> <br /> <br />Based on the consistency of the flow estimates between the present study <br /> <br /> <br />and the Gingery study, the recommended flows to be used for the current flood <br /> <br /> <br />study are Gingery flows for the Big Thompson River and Black Canyon Creek. <br /> <br /> <br />Even though the 10-year flow for the Big Thompson does not fit the required <br /> <br /> <br />confidence intervals, the Gingery analysis is based on a sufficient gage <br /> <br /> <br />record. <br /> <br />Flows on Fall River should be based on the more recent calculations. <br /> <br />This will make them more consistent with peak flows on the Big Thompson River <br />and Black Canyqn Creek. <br />