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<br />I <br /> <br />I <br /> <br />Figure 5.10.3.1 Ta lor River below Taylor Park Reservoir - Flood Fre uenc Analysis Results <br /> <br />7000 <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> 2000 <br />(J) <br />'0 <br />oi <br />Cl <br />~ <br />.c: <br /><.> <br />(J) <br />is <br /> 1000 <br /> 900 <br /> 800 <br /> 700 <br /> 600 <br /> 500 <br /> 400 <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 />6000 <br /> <br />5000 <br /> <br />4000 <br /> <br />3000 <br /> <br />300 <br /> <br />95 <br /> <br />90 <br /> <br />80 <br /> <br />70 60 50 40 30 20 10 <br />Exceedence Probability <br /> <br />5 <br /> <br />2 <br /> <br />0.5 0.2 <br /> <br />ADOPTED STATISTICS: <br /> <br />PEAK <br />1 ,DAY <br />3-DAY <br />5-DAY <br />7-DAY <br />15-DAY <br />30-DA Y <br />60-DA Y <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I' <br /> <br />Mean <br />3.137 <br />3.041 <br />3.021 <br />3.006 <br />2.992 <br />2.942 <br />2.888 <br />2.797 <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />TAYLOR RIVER BELOW <br />RESERVIOR <br />SNOWMELT FLOW FREQUENCY CURVE <br /> <br />SId Dev <br />0.13 <br />0.14 <br />0.14 <br />0.14 <br />0.14 <br />0.14 <br />0.15 <br />0.15 <br /> <br />Skew <br />-0.3 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.4 <br />-0.5 <br />-0.5 <br /> <br />Notes: <br />1. Median Plotting Positions Based on <br />Extended Period of Record <br />2. Observed Period of Record: 1959-2000. <br />3. Equivalent Years of Record ~ 62 yrs <br />by correlation with tributary. <br />4. Drainage area: 254 sq. mi. <br /> <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />47 <br />