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SEDCAD 4 for Windows <br />f:nn�mnht ioaA -,)nn7 D-1. I Crhui.h <br />0 5tructure #1 Pon <br />• <br />Dewatering Pond #1 <br />Pond Inputs: <br />Pond Results: <br />Structure Detail; <br />Initial Pool Elev: 4.00 ft <br />Initial Pool: 0.24 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length ;, Left Right Bottom <br />(ft), Sideslope Sideslope Width (ft) , <br />4.00 6.00 3.00:1 3.00:1 5.00 <br />Peak Elevation: 4.22 ft <br />Dewater Time: 0.51 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />° <br />Elevatio n <br />'Area . <br />lac) <br />'-Capacity <br />(ac -ft) <br />Discharge, Dewater <br />Time <br />Ws) (hrs) <br />0.00 <br />0.030 <br />0.000 <br />0.000 <br />0.01 <br />0.030 <br />0.000 <br />0.000 <br />0.05 <br />0.030 <br />0.002 <br />0.000 <br />0.10 <br />0.031 <br />0.003 <br />0.000 <br />0.15 <br />0.032 <br />0.005 <br />0.000 <br />0.20 <br />0.032 <br />0.006 <br />0.000 <br />0.25 <br />0.033 <br />0.008 <br />0.000 <br />0.30 <br />0.034 <br />0.010 <br />0.000 <br />0.35 <br />0.034 <br />0.011 <br />0.000 <br />0.40 <br />0.035 <br />0.013 <br />0.000 <br />0.45 <br />0.036 <br />0.015 <br />0.000 <br />0.50 <br />0.037 <br />0.017 <br />0.000 <br />0.55 <br />0.037 <br />0.018 <br />0.000 <br />0.60 <br />0.038 <br />0.020 <br />01000 <br />0.65 <br />0.039 <br />0.022 <br />0.000 <br />0.70 <br />0.040 <br />0.024 <br />0.000 <br />0.75 <br />0.040 <br />0.026 <br />0.000 <br />5 <br />Filename: Dewatering model - 25yr concrete outlet 5- 11.sc4 Printed 05 -19 -2011 <br />