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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Sollware Design <br />5 <br />• <br />Structure Detai/: <br />Structure #1 (Pond1 <br />POND G <br />Pond Inputs: <br />Initial Pool Elev: 6,830.20 / <br />Initial Pool: 16.76 ac-ft / <br />Perforated Riser <br />Riser Riser Height Barrel Barrel Barrel Slope Number of <br />' <br />Diameter (ft) Diameter Length (R) (070) Manning <br />s n Spillway Elev Holes per <br />(in) (in) Elev <br />24.00 8.80 18.00 112.00 2.00 0.0250 6,832.80 4 <br />/ / <br /> <br />Emeroencv Soillwa <br /> <br />Spillway Elev Crest Length LeR Right Bottom <br />(R) Sideslope sideslope Width (ft) <br />6,835.40 50.00 3.00:1 3.00:1 20.00 <br />~~ <br />Pond Results: <br />Peak Elevation: 6,833.49 <br />Dewater Time: 3.46 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge Dewater <br />Time <br />(~s) (ham) <br />6,821. 10 0.000 D.000 0.000 <br />6,821. 60 0.012 0.002 0.000 <br />6,822. 10 0.047 0.016 0.000 <br />6,822. 60 0.105 0.052 0.000 <br />6,623. 10 0.186 0.124 0.000 <br />6,623. 60 0.429 0.274 0.000 <br />6,824. 10 0.772 0.570 0.000 <br />6,824 .60 1.215 1.062 0.000 <br />6, 825 .10 1.758 1.801 0.000 <br />6,826. 6D 2.005 2.741 0.000 <br />6,626. 10 2.268 3.809 0.000 <br />Filename: pondG100-24AA.sc4 <br />Printed 01-04-2000 <br />