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SEDCAD 4 for Windows <br /> r�.,.,...h 1aaa 001n o�. I, i c..h....k <br /> 18 <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 0.00% <br /> *No sediment capacity defined <br /> Straight Pipe <br /> Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br /> Diameter Length Slope(%) n Elev(ft) Loss Depth <br /> (in) (ft) Coefficient (ft) <br /> 12.00 100.00 1.50 0.0150 98.00 0.50 0.00 <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 100.00 20.00 2.00:1 2.00:1 10.00 <br /> Pond Results: <br /> Peak Elevation: 97.85 ft <br /> H'graph Detention Time: 0.00 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 0.00 days <br /> Trap Efficiency: 0.00% <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 90.00 0.050 0.000 0.000 Top of Sed. Storage <br /> 91.00 0.072 0.061 0.000 <br /> 92.00 0.098 0.145 0.000 <br /> 93.00 0.128 0.258 0.000 <br /> 94.00 0.162 0.403 0.000 <br /> 95.00 0.200 0.583 0.000 <br /> 96.00 0.231 0.799 0.000 <br /> 97.00 0.265 1.046 0.000 <br /> 97.85 0.296 1.285 0.000 0.00 Peak Stage <br /> 98.00 0.301 1.329 0.000 Spillway#1 <br /> 99.00 0.339 1.649 2.094 <br /> 100.00 0.380 2.008 4.263 Spillway#2 <br /> 101.00 0.554 2.473 30.516 <br /> 102.00 0.761 3.127 98.736 <br /> 103.00 1.000 4.005 207.246 <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />