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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwah <br />Civil Software Design <br />Spillway Elev Crest Length Lek Right Bottom <br />• (ft) Sideslope Sideslope Width (k) <br />6,600.00 18.00 2.50:1 2.50:1 8.00 <br />Pond Results: <br />Peak Elevation: 6,599.87 <br />H'graph Detention Tme: 5.09 hrs <br />Pond Model: CSTRS <br />Dewater Time: 3.45 days <br />Trap Efficiency: 77.69 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capac~-Discharge Table <br />• <br /> <br />Elevation Area <br /> <br />lac) Capacity <br /> <br />~ac'k) Discharge <br /> <br />~~s) Dewater <br />Tme <br />(hrs) <br />6,595.24 0.113 0.000 0.000 Top of sea. Storage <br />6,595.50 0.117 0.030 0.000 <br />6,596.00 0.124 0.090 0.000 <br />6,596.50 0.132 0.154 0.000 <br />6,597.OD 0.139 0.222 0.000 Low hole SPW #1 <br />6,597.50 0.197 0.293 0.037 23.35" <br />6,598.00 0.155 0.369 0.053 17.43* <br />6,598.50 0.164 0.449 0.064 15.01' <br />6,599.00 0.172 0.533 0.074 14.90 Spillway #1 <br />6,599.50 0.181 0.621 1.901 10.85 <br />6,599.87 0.188 0.689 1.944 1.30 Peak Stage <br />6,600.00 <br />6,600.50 0.190 <br />0.190 0.714 <br />0.809 1.960 <br />3.539 Spillway #2 <br />6,601.00 0.190 0.909 24.153 <br />6,601.50 0.190 0.999 50.252 <br />6,602.00 0.190 1.094 86.814 <br />Detailed Discharge Table <br />• <br />Filename: t001oadout.sc4 Printed 04-24-2001 <br />