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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 31 <br /> w/o Freeboard w/ Freeboard <br /> Depth: 0.02 ft 4.00 ft <br /> Top Width: 12.12 ft 36.00 ft <br /> Velocity*: <br /> X-Section Area: 0.24 sq ft <br /> Hydraulic Radius: 0.020 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 2.00 in <br /> D50: 6.00 in <br /> Dmax: 7.50 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #3(Nulls <br /> Null Above West Taylor Pond <br /> Structure #Z (Ponds <br /> West Taylor Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 7,468.00 ft <br /> Initial Pool: 1.77 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 20.00% <br /> *No sediment capacity defined <br /> Perforated Riser <br /> Riser Barrel Number of <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> Diameter (ft) Diameter Length (ft) (o/o) Manning's n (ft) Holes per <br /> (in) (in) Elev <br /> 18.00 10.50 18.00 150.00 2.00 0.0150 7,471.00 2 <br /> Emergency Spillwax <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 7,475.00 30.00 2.00:1 2.00:1 30.00 <br /> Pond Results: <br /> Peak Elevation: 7,471.51 ft <br /> H'graph Detention Time: 5.39 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 1.46 days <br /> Trap Efficiency: 76.09 <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />