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SEDCAD 4 for Windows <br />r-inht 1 QQR -7ni n P -i. i Crhwah <br />11 <br />Structure #5 (Pond <br />WTD -1 Stock Pond <br />Pond Inputs: <br />Pond Results: <br />Initial Pool Elev: 100.00 ft <br />Initial Pool: 2.01 ac -ft <br />Emergency Spillwax <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />100.00 20.00 2.00:1 2.00:1 20.00 <br />Peak Elevation: 100.96 ft <br />Dewater Time: 0.69 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />w/o Freeboard w/ Freeboard <br />Froude Number: <br />0.91 <br />Manning's n: <br />0.0320 <br />Dmin: <br />1.00 in <br />D50: <br />1.50 in <br />Dmax: <br />3.00 in <br />Initial Pool Elev: 100.00 ft <br />Initial Pool: 2.01 ac -ft <br />Emergency Spillwax <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />100.00 20.00 2.00:1 2.00:1 20.00 <br />Peak Elevation: 100.96 ft <br />Dewater Time: 0.69 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Filename: TR -117 Post Mining 25 YR 24 HR.sc4 Printed 11-10-2017 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac -ft) <br />(cfs) (hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 <br />90.01 <br />0.050 <br />0.001 <br />0.000 <br />90.50 <br />0.060 <br />0.027 <br />0.000 <br />91.00 <br />0.072 <br />0.060 <br />0.000 <br />91.50 <br />0.084 <br />0.099 <br />0.000 <br />92.00 <br />0.098 <br />0.145 <br />0.000 <br />92.50 <br />0.112 <br />0.197 <br />0.000 <br />93.00 <br />0.128 <br />0.257 <br />0.000 <br />93.50 <br />0.144 <br />0.325 <br />0.000 <br />94.00 <br />0.162 <br />0.402 <br />0.000 <br />94.50 <br />0.181 <br />0.487 <br />0.000 <br />95.00 <br />0.200 <br />0.583 <br />0.000 <br />95.50 <br />0.215 <br />0.686 <br />0.000 <br />Filename: TR -117 Post Mining 25 YR 24 HR.sc4 Printed 11-10-2017 <br />