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SEDCAD 4 for Windows <br /> r'.—m,h110Qn-7nln P-m .1 C,hu h <br /> 20 <br /> w/o Freeboard w/Freeboard <br /> Manning's n: 0.0370 <br /> Dmin: 1.00 in <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#17(Pond) <br /> Middle pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,507.DO ft <br /> Initial Pool: 12.52 ac-ft <br /> *Sediment Storage: 0.28 ac-ft <br /> Dead Space: 0.00% <br /> *Sediment capacity based on Average Annual R of 16.6 for 3 year(s) <br /> Drop Inlet <br /> Riser Diameter Riser Height Dam to el Barrel Barrel Slope Manning's n Spillway Elev <br /> (in) (ft) (in) length(ft) (%) (ft) <br /> 36.00 8.00 30.00 66.00 2.00 0.0240 5,507.00 <br /> Broad-crested Weir <br /> Weir Width Spillway Elev <br /> (ft) (R) <br /> 12.00 5,508.30 <br /> Pond Results: <br /> Peak Elevation: 5,507,09 ft <br /> H'graph Detention Time: 1.64 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 0.71 days <br /> Trap Efficiency: 99.96% <br /> Dewatering time is calculated from peak stage to lowest spf//way <br /> Elevation-Capacity-Discharge Table <br /> Filename:Combination Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 29 Illustration 62 <br />