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SEDCAD 4 for Windows <br /> 14 <br /> w10 Freeboard wl Freeboard <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure #17(Pond) <br /> Middle pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,507.00 ft <br /> Initial Pool: 12.79 ac-ft <br /> Drop Inlet <br /> Riser Barrel <br /> Diameter Rise(ft)fight Diameter Leah eft) Barr(%,ope Mamirds n Splhvft)Elev <br /> (in) (in) <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) (ft) <br /> 12.00 5,508.30 <br /> Pond Results: <br /> Peak Elevation: 5,507.12 ft <br /> DewaterTime: 0.73 days <br /> Dewateiing time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 5,498.00 0.670 0.000 0.000 <br /> 5,498.25 0.712 0.173 0.000 <br /> 5,498.50 0.755 0.356 0.000 <br /> 5,498.75 0.799 0.550 0.000 <br /> 5,499-00 0.845 0.756 0.000 <br /> 5,499.25 0.892 0.973 0.000 <br /> 5,499.50 0.940 1.202 0.000 <br /> 5,499.75 0.989 1.443 0.000 <br /> 5,500.00 1.040 1.696 0.000 <br /> 5,500.25 1.091 1.962 0.000 <br /> 5,500.50 1.145 2.242 0.000 <br /> Filename:Combination Pile 2345 25 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 59 Illustration 62 <br />