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<br />Probable-maximum-flood (PMF) estimates based on rainfall-runoff <br /> <br /> <br />relations are determined by identifiying the drainage basin, distributing <br /> <br /> <br />the PMP by time, maximizing antecedent-moisture conditions and minimizing <br /> <br /> <br />loss rates, and using a mathematical model (usually the unit-hydrograph <br /> <br /> <br />method) to translate precipitation excess throughout the entire drainage <br /> <br /> <br />basin into its resulting flood hydrograph or PMF, The revised PMP values <br /> <br /> <br />(Miller et al., 1984) indicate that extremely large-magnitude rainfall <br /> <br /> <br />floods may occur at higher elevations in Colorado. <br /> <br />In Colorado, flood estimates based on streamflow records and rainfall- <br /> <br /> <br />runoff modeling are different. Design hydrology for flood-plain management <br /> <br /> <br />and hydraulic structures may be questionable because of the large differ- <br /> <br /> <br />ences in flood estimates in the foothills and mountains of Colorado. <br /> <br /> <br />Presently (1986), the U.S, Bureau of Reclamation is reevaluating the design <br /> <br /> <br />of the spillway for Olympus Dam on the Big Thompson River at Estes Park, <br /> <br /> <br />Colorado, The existing spillway is designed for a flood of 22,500 cubic <br /> <br /> <br />feet per second (637 cubic meters per second). However, a revised PMF <br /> <br /> <br />(U.S. Bureau of Reclamation, unpublished data, 1984), based on new PMP <br /> <br /> <br />estimates, is 84,000 cubic feet per second (2,380 cubic meters per second), <br /> <br /> <br />This revised design discharge would increase dramatically the size of the <br /> <br /> <br />spillway. Our studies of preliminary streamflow and regional analysis and <br /> <br /> <br />paleoflood data indicate that the largest natural floodflow in the Big <br /> <br /> <br />Thompson River at Estes Park is about 5,000 cubic feet per second (142 <br /> <br />cubic meters per second) during the last 10,000 years. <br /> <br />r <br />