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SEDCAD 4 for Windows <br />!`n nvrinM loop _9n1n D -1e I Q,k... ck <br />Structure #5 (Pond <br />Upper Pond <br />Pond Inputs: <br />Pond Results: <br />Structure Detail; <br />Initial Pool Elev: 5,444.00 ft <br />Initial Pool: 0.68 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />5,444.00 20.00 2.00:1 2.00:1 1.50 <br />Peak Elevation: 5,444.30 ft <br />Dewater Time: 0.54 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 />5,440.00 <br />0.120 <br />0.000 <br />0.000 <br />5,441.00 <br />0.143 <br />0.131 <br />0.000 <br />5,442.00 <br />0.168 <br />0.287 <br />0.000 <br />5,443.00 <br />0.195 <br />0.468 <br />0.000 <br />5,444.00 <br />0.223 <br />0.677 <br />0.000 <br />Spillway #1 <br />5,444.30 <br />0.232 <br />0.749 <br />1.851 <br />13.05 Peak Stage <br />5,445.00 <br />0.252 <br />0.914 <br />6.100 <br />5,446.00 <br />0.281 <br />1.181 <br />30.559 <br />Detailed Discharge Table <br />Filename: SDH -3 Pond Expansion 2015 100 -yr hydrology.sc4 Printed 09-10-2015 <br />