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SEDCAD 4 for Windows <br />Me~,.in~.r moo oo,..vi~ ~ c~n..~~~. <br />Structure Detai/; <br />Structure #1 (Pond) <br />Pond S <br />Pond Inputs: <br />Initial Pool Elev: 6,082.50 <br />Initial Pool: 3.05 ac-ft <br />Drop Inlet <br />Dia titer Riser Height Diaam ter Barrel Barrel Slope Manning's n Spillway Elev <br />(in) (ft) (in) Length (ft) (%) <br />30.00 5.50 24.00 147.00 1.00 0.0240 6,082.50 <br />Emeraencv SDillwa <br />Spillway Elev Lest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,083.60 87.00 3.00:1 3.00:1 8.00 <br />Pond Results: <br />Peak Elevation: 6,083.98 <br />Dewater Time: 0.61 days <br />Dewate~ing time is calculated from peak stage to lowest spil/way <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(crs) Dewater <br />Time <br />(hrs) <br />6,076.00 0.230 0.000 0.000 <br />6,076.50 0.260 0.122 0.000 <br />6,077.00 0.291 0.260 0.000 <br />6,077.50 0.325 0.414 0.000 <br />6,078.00 0.360 0.585 0.000 <br />6,078.50 0.406 0.777 0.000 <br />6,079.00 0.454 0.991 0.000 <br />6,079.50 0.506 1.231 0.000 <br />6,080.00 0.560 1.498 0.000 <br />6,080.50 0.584 1.764 0.000 <br />6,081.00 0.609 2.062 0.000 <br />Filename: pond 5 25yr revl.sc4 Printed 05-28-2002 <br />