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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 /> 2000 <br />~ <br />0 <br />0'- <br />E> <br />eel <br />..r:: <br />0 <br />rn <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 />Figure 5.4.3.1 <br /> <br />Reach 5 - Flood Frequency Analysis Results <br /> <br />7000 <br /> <br />6000 <br /> <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 />I <br /> <br />Peak <br />1-Day <br />3-Day <br />5-Day <br />7-Day <br />15,Day <br />30-Day <br />60-Day <br /> <br />ADOPTED STATISTICS: <br />Mean Std. Dev. <br />3.337 0.14 <br />3.307 0.14 <br />3.281 0.14 <br />3.267 0.14 <br />3.254 0.14 <br />3.205 0.14 <br />3.155 0.14 <br />3.069 0.15 <br /> <br />Skew <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />-0.1 <br />-01 <br />,0.1 <br />,0.2 <br /> <br />SNOWMELT FLOW FREQUENCY CURVE <br />REACH 5 <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />I' <br /> <br />I <br /> <br />I <br /> <br />GUNNISON COUNTY FLOOD HYDROLOGY <br />EAST RIVER AT ALMONT <br /> <br />Notes: <br />1. Median Plotting Positions <br />2. Period of Record: 1935-2000. <br />3. Drainage area: 289 sq. mL <br /> <br />25 <br />