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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Spillway Elev Crest Length LeR Right Bottom <br />• (ft) Sideslope Sideslope Width (R) <br />6,600.00 18.00 2.50:1 2.50:1 8.00 <br />Pond Results: <br />Peak Elevation: 6,599.16 <br />H'graph Detention Tme: 9.55 hrs <br />Pond Model: CSTRS <br />Dewater Time: 3.40 days <br />Trap Efficiency: 87.61 <br /> <br />Dewatering time is ca/culated from peak stage to lowest spillway <br />Elevation-Ca~acity-Discharge Table <br />CJ <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Dixharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,595.29 0.114 0.000 0.000 Top of Sed. Storage <br />i 6,595.50 0.117 0.024 O.DOD <br />6,596.00 0.124 0.085 0.000 <br />6,596.50 0.132 0.149 0.000 <br />6,597.00 0.139 0.217 0.000 Low hole SPW #1 <br />6,597.50 0.147 0.288 0.037 23.35' <br />6,598.00 0.155 0.364 0.053 17.43' <br />6,598.50 0.164 0.444 0.064 15.01' <br />6,599.00 0.172 0.528 0.074 14.90 Spillway #1 <br />6,599.16 0.175 0.556 0.655 10.80 Peak Stage <br />6,599.50 0.181 0.616 1.901 <br />6,600.00 0.190 0.709 1.960 Spillway k2 <br />6,600.50 0.190 0.804 3.539 <br />6,601.00 0.190 0.899 24.153 <br />6,601.50 0.190 0.994 50.252 <br />6,602.00 0.190 1.089 86.814 <br />II "'°~ <br />"Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />De ailed Discharoe Table <br /> <br />Filename: loadouf.sc4 Printed 04-24-2001 <br />