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SEDCAD 4 for Windows <br />Copyright tgBa Pamela J. Schwab <br />Civil Software Design <br />• <br />Structure #1 (Pond) <br />Pond S <br />Pond Inputs: <br />Structure Detai/: <br />Initial Pool Elev: 6,083.60 <br />Initial Pool: 4.82 ac-ft <br />Drop Inlet <br />Riser Riser Height Barrel Barrel Barrel slope <br />' <br />Diameter (R) Diameter Length (ft) (a7,) Manning <br />s n Spillway Elev <br />(in) (in) <br />30.00 6.20 24.00 147.00 1.00 0.0240 6,083.60 <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(R) sideslope Sideslope Width (R) <br />6,083.60 87.00 3.00:1 3.00:1 8.00 <br />• Pond Results: <br />Peak Elevation: 6,084.76 <br />Dewater Tme: 0.58 days <br />Dewatering time is ca/culated from peak stage to lowest spi/lway <br />Elevation-Caaacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(~) Dewater <br />Time <br />(hrs) <br />6,075.00 0.370 0.000 0.000 <br />6,075.50 0.409 0.195 0.000 <br />6,076.00 D.450 0.4D9 O.D00 <br />6,076.50 0.450 0.634 0.000 <br />6,076.90 0.450 0.814 0.000 <br />6,077.00 0.450 0.859 0.000 <br />6,077.50 0.469 1.089 0.000 <br />6,078.00 0.489 1.329 0.000 <br />6,078.50 0.509 1.578 0.000 <br />6,079.00 0.530 1.838 0.000 <br />6,079.50 0.554 2.109 0.000 <br />Filename: PondSREV-25-24SEDRevl.srA Printed 12-04-2001 <br />