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FLOOD10503 (2)
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Last modified
1/26/2010 10:13:31 AM
Creation date
11/1/2007 11:35:56 AM
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Template:
Floodplain Documents
County
Clear Creek
Basin
South Platte
Title
Clear Creek County Hydrologic Analysis Document Correspondence
Date
2/1/1998
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />., <br /> <br /> South Clear Creek at confluence with Clear Creek <br /> Recurrence Mean <br /> Interval Regression D.A. Slope Peak Flow <br /> -<-years) Equation (sq. mi.) (ftIft ) (cfs) <br /> 2 Q=11.0(A)^.663*(S+ 1 )^3.465 30.7 0.322 280 <br /> 5 Q=17.9(A)^.677*(S+ 1 )^2. 739 30.7 0.322 391 <br /> 10 Q=23.0(A)^.685*(S+ 1 )^2.364 30.7 0.322 465 <br /> 50 Q=34.5(A)^.700*(S+ 1 )^1.768 30.7 0.322 621 <br /> 100 Q=39.5(A)^.706*(S+ 1 )^1.577 30.7 0.322 688 <br /> 500 Q=51.5(A)^.715*(S+1)^1.209 30.7 0.322 835 <br /> Clear Creek just upstream of confluence with West Fork Clear Creek <br /> Recurrence Mean <br /> Interval Regression D.A. Slope Peak Flow <br /> (years) Equation (sq. mi.) (ftIft ) (cfs) <br /> 2 Q=11.0(A)^.663*(S+ 1 )^3.465 86 0.401 678 <br /> 5 Q=17.9(A)^.677*(S+ 1 )^2.739 86 0.401 920 <br /> 10 Q=23.0(A)^.685*(S+ 1 )^2.364 86 0.401 1079 <br /> 50 Q=34.5(A)^.700*(S+ 1 )^1.768 86 0.401 1415 <br /> 100 Q=39.5(A)^.706*(S+ 1 )^1.577 86 0.401 1561 <br /> 500 Q=51.5(A)^.715*(S+ 1 )^1.209 86 0.401 1871 <br /> Clear Creek near Lawson <br /> Recurrence Mean <br /> Interval Regression D.A. Slope Peak Flow <br /> (years) Equation (sq. mi.) (ftIft ) (cfs) <br /> 2 Q=11.0(A)^.663*(S+1 )^3.465 144.9 0.406 970 <br /> 5 Q=17.9(A)^.677*(S+ 1 )^2. 739 144.9 0.406 1322 <br /> 10 Q=23.0(A)^.685*(S+ 1 )^2.364 144.9 0.406 1556 <br /> 50 Q=34.5(A)^.700*(S+ 1 )^1.768 144.9 0.406 2052 <br /> 100 Q=39.5(A)^.706*(S+ 1 )^1.577 144.9 0.406 2268 <br /> 500 Q=51.5(A)^.715*(S+1 )^1.209 144.9 0.406 2728 <br /> Chicago Creek at confluence with Clear Creek <br /> Recurrence Mean <br /> Interval Regression D.A. Slope Peak Flow <br /> (years) Equation (sq. mi.) (ftIft ) (cfs) <br /> 2 Q=11.0(A)^.663*(S+ 1 )^3.465 48 0.360 416 <br /> 5 Q=17.9(A)^.677*(S+ 1 )^2. 739 48 0.360 571 <br /> 10 Q=23.0(A)^.685*(S+ 1 )^2.364 48 0.360 675 <br /> 50 Q=34.5(A)^.700*(S+1)^1.768 48 0.360 893 <br />) 100 Q=39.5(A)^.706*(S+ 1 )^1.577 48 0.360 987 <br /> 500 Q=51.5(A)^.715*(S+1)^1.209 48 0.360 1189 <br />
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