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SEDCAD 4 for Windows <br />f n A, kf 1002 _on +n D-1n 1 <br />41 <br />Elevation (ft) <br />Straight Pipe <br />cfs <br />( ) <br />Emergency <br />Spillway cfs <br />P Y ( ) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />6,776.60 <br />0.000 <br />0.000 <br />0.000 <br />6,776.90 <br />(3)>0.695 <br />0.000 <br />0.695 <br />6,777.40 <br />(3) >2.998 <br />0.000 <br />2.998 <br />6,777.80 <br />(3)>5.506 <br />0.000 <br />5.506 <br />6,777.90 <br />(3)>6.212 <br />0.581 <br />6.793 <br />6,778.00 <br />(3) >6.941 <br />1.162 <br />8.104 <br />6,778.40 <br />(3) > 10.115 <br />3.484 <br />13.599 <br />6,778.90 <br />(3)>14.604 <br />32.051 <br />46.655 <br />6,779.40 <br />(5)>18.210 <br />68.023 <br />86.234 <br />6,779.90 <br />(5) >21.295 <br />116.282 <br />137.577 <br />6,780.00 <br />(5)>21.861 <br />127.832 <br />149.693 <br />Structure #22 (Null <br />Ditch SCM -2 <br />Structure #27 (Pond) <br />Upper Sump Pond <br />Pond Inputs: <br />Initial Pool Elev: <br />6,772.50 ft <br />Initial Pool: <br />6.35 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />0.00% <br />*No sediment capacity defined <br />Drop Inlet <br />Riser <br />Riser Height <br />Barrel <br />Barrel Barrel Slope <br />Spillway Elev <br />Diameter (ft) <br />Diameter Length (ft) (ova) <br />Manning's n (ft) <br />(in) <br />(in) <br />24.00 2.00 <br />24.00 100.00 2.00 <br />0.0150 6,772.50 <br />Emeraencv SDillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,773.50 25.00 3.00:1 3.00:1 10.00 <br />Pond Results: <br />Peak Elevation: 6,772.76 ft <br />H'graph Detention Time: 0.94 hrs <br />Filename: Lower Sump 10yr,24hr.sc4 <br />Printed 02 -04 -2011 <br />