Laserfiche WebLink
SEDCAD 4 for Windows <br />Pond Inputs: <br />Initial Pool Elev: 6,982.00 ft <br />Initial Pool: 1.57 ac -ft <br />Emergency SpillwaX <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,986.00 20.00 2.50:1 2.50:1 20.00 <br />Perforated Riser <br />Riser Barrel Number of <br />er <br />Diameter Riser Height Diameter Barrel Barrel Slope Mannin 's n Spillway Elev Holes <br />(in) (ft) (in) Length (ft) (%) 9 (ft) Elevp <br />18.00 14.00 18.00 200.00 4.00 0.0240 6,982.00 2 <br />Pond Results: <br />Peak Elevation: 6,984.24 ft <br />Dewater Time: 0.16 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />6,968.00 <br />0.000 <br />0.000 <br />0.000 <br />6,969.00 <br />0.001 <br />0.000 <br />0.000 <br />6,970.00 <br />0.021 <br />0.009 <br />0.000 <br />6,971.00 <br />0.030 <br />0.035 <br />0.000 <br />6,972.00 <br />0.045 <br />0.072 <br />0.000 <br />6,973.00 <br />0.060 <br />0.124 <br />0.000 <br />6,974.00 <br />0.078 <br />0.193 <br />0.000 <br />6,975.00 <br />0.097 <br />0.280 <br />0.000 <br />6,976.00 <br />0.118 <br />0.388 <br />0.000 <br />6,977.00 <br />0.141 <br />0.517 <br />0.000 <br />6,978.00 <br />0.167 <br />0.671 <br />0.000 <br />6,979.00 <br />0.195 <br />0.852 <br />0.000 <br />6,980.00 <br />0.224 <br />1.061 <br />0.000 <br />6,981.00 <br />0.256 <br />1.301 <br />0.000 <br />6,982.00 <br />0.290 <br />1.574 <br />0.000 <br />Spillway #2 <br />6,983.00 <br />0.327 <br />1.882 <br />8.509 <br />0.44* <br />6,984.00 <br />0.365 <br />2.228 <br />12.033 <br />2.40 <br />6,984.24 <br />0.375 <br />2.320 <br />12.681 <br />1.00 Peak Stage <br />6,985.00 <br />0.405 <br />2.612 <br />14.738 <br />Filename. West Side Temp Spoil Pile Model 25yr24hr.sc4 <br />Page Exh. 7-23C-39 <br />N <br />Printed 01-17-2018 <br />Revision Date. 1/19/18 <br />Revision No.- TR -118 <br />