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SEDCAD 4 for Windows <br />(`nn..einM 1000 9Mn D---1- 1 Q'k--K <br />12 <br />Pond Inputs: <br />Pond Results: <br />Initial Pool Elev: <br />100.00 ft <br />Initial Pool: <br />2.01 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />0.00% <br />*No sediment capacity defined <br />Emeraencv SDillwa <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: 100.74 ft <br />H'graph Detention Time: <br />0.53 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />0.68 days <br />Trap Efficiency: <br />53.94 <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 Dewater <br />Time <br />(cfs) (hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 Top of Sed. Storage <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 />0.061 <br />0.000 <br />91.50 <br />0.084 <br />0.100 <br />0.000 <br />92.00 <br />0.098 <br />0.145 <br />0.000 <br />92.50 <br />0.112 <br />0.198 <br />0.000 <br />93.00 <br />0.128 <br />0.258 <br />0.000 <br />93.50 <br />0.144 <br />0.326 <br />0.000 <br />94.00 <br />0.162 <br />0.402 <br />0.000 <br />94.50 <br />0.181 <br />0.488 <br />0.000 <br />95.00 <br />0.200 <br />0.583 <br />0.000 <br />95.50 <br />0.215 <br />0.687 <br />0.000 <br />96.00 <br />0.231 <br />0.798 <br />0.000 <br />96.50 <br />0.248 <br />0.918 <br />0.000 <br />97.00 <br />0.265 <br />1.046 <br />0.000 <br />97.50 <br />0.283 <br />1.183 <br />0.000 <br />98.00 <br />0.301 <br />1.329 <br />0.000 <br />98.50 <br />0.320 <br />1.485 <br />0.000 <br />99.00 <br />0.339 <br />1.650 <br />0.000 <br />Filename TR -105r WTayPond PMT 10 24.so4 Printed 06-18-2015 <br />Exh. 7-20C-45 Revision Date: 06/18/2015 <br />Revision No.: TR -105 <br />