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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> 10000 <br /> 9000 <br /> 8000 <br /> 7000 <br /> 6000 <br />J!2 <br />0 5000 <br />of <br />~ <br />'" <br />.c <br />&l 4000 <br />is <br /> 3000 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1000 <br /> <br />I <br /> <br />I <br /> <br />PEAK <br />1-DAY <br />3-DAY <br />5-DAY <br />7-DAY <br />15-DAY <br />30-DAY <br />60-DA Y <br /> <br />I <br /> <br />I <br /> <br />I' <br /> <br />I <br /> <br />Figure 5.8.3.1 Reach 9 - Flood Frequency Analysis Results <br /> <br />20000 <br /> <br /> <br /> <br />2000 <br /> <br /> <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 />Mean Std. Dev. Skew <br />3.630 0.16 0.0 <br />3.601 0.16 0.0 <br />3.583 0.16 0.0 <br />3.569 0.16 0.0 <br />3.556 0.16 0.0 <br />3.508 0.16 -0.1 <br />3.452 0.16 -0.1 <br />3.362 0.17 -0.1 <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />GUNNISON RIVER AT GUNNISON RIVER <br /> <br />Noles: <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 ~ 64 yrs <br />by correlation with tributary <br />4. Drainage area: 1012 sq. mi. <br /> <br />SNOWMELT FLOW FREQUENCY CURVE <br />REACH 9 <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />39 <br />