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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> 1000 <br /> 900 <br /> 800 <br /> 700 <br /> 600 <br />J!l <br />c.> 500 <br />cD <br />Cl <br />~ <br />.c <br />c.> 400 <br />(fJ <br />Ci <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 />100 <br /> <br />I <br /> <br />I <br /> <br />2000 <br /> <br />Figure 5.6.3.1 Reach 7 - Flood Frequency Analysis Results <br /> <br /> <br /> <br />300 <br /> <br />200 <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 />PEAK <br />l,DAY <br />3-DAY <br />5-DAY <br />7-DAY <br />15-DAY <br />30-DA Y <br />60-DA Y <br /> <br />ADOPTED STATISTICS: <br />Mean Std. Dev. <br />2.753 0.18 <br />2.691 0.18 <br />2.665 0.19 <br />2.642 0.19 <br />2.629 0.19 <br />2.572 0.19 <br />2.506 0.20 <br />2.431 0.20 <br /> <br />Noles: <br />1. Median PioUing Positions Based on <br />Extended Period of Record. <br />2. Observed Period of Record: 1945-1950. <br />3. Equivalent Years of Record = 24 yrs <br />by correlation with tributary. <br />4. Drainage area: 167 sq. mi. <br /> <br />SNOWMELT FLOW FREQUENCY CURVE <br />REACH 7 <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Peak <br /> <br />1-DAY <br />3-DAY <br />5-DAY <br />7-DAY <br /> <br />. 15-DAY <br /> <br /> <br />2 <br /> <br />0.5 0.2 <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />OHIO CREEK NEAR GUNNISON <br /> <br />Skew <br />-0.6 <br />-0.6 <br />-0.6 <br />-0.6 <br />-0.6 <br />-0.7 <br />-0.7 <br />-0.7 <br /> <br />32 <br />