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$EDCAD 4 for Windows <br />E. <br />Area Capacity Discharge Dewater <br />Elevation Time <br />(ac) (ac -ft) (cfs) <br />(hrs) <br />7,205.00 0.750 1.973 44.992 <br />Detailed Discharge Table <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,200.00 <br />0.000 <br />0.000 <br />7,200.50 <br />0.000 <br />0.000 <br />7,201.00 <br />0.000 <br />0.000 <br />7,201.50 <br />0.000 <br />0.000 <br />7,202.00 <br />0.000 <br />0.000 <br />7,202.50 <br />0.000 <br />0.000 <br />7,203.00 <br />0.000 <br />0.000 <br />7,203.50 <br />0.000 <br />0.000 <br />7,204.00 <br />0.000 <br />0.000 <br />7,204.50 <br />22.496 <br />22.496 <br />7,205.00 <br />44.992 <br />44.992 <br />Structure #4 (Null <br />Structure #11 (Erodible Channel) <br />Trapezoidal Erodible Channel Inputs: <br />Material: Coarse gravel noncolloidal <br />Left Right <br />Bottom <br />Freeboard <br />Freeboard Freeboard <br />Limiting <br />9 <br />Sideslope Sideslope Slope (%) Manning's n <br />Width (ft) <br />MulVelocity <br />x <br />tY <br />Ratio Ratio <br />Depth (ft) % of Depth (Vxth (Vx D) <br />(fps) <br />24.00 3.0:1 3.0:1 7.0 0.0250 <br />0.30 <br />6.0 <br />Erodible Channel Results: <br />Filename: DJ_Divert_10yr_24hr.sc4 Printed 06-08-2016 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />30.38 cfs <br />Depth: <br />0.22 ft 0.52 ft <br />Top Width: <br />Velocity: <br />X -Section Area: <br />Hydraulic Radius: <br />25.32 ft 27.12 ft <br />5.62 fps <br />5.40 sq ft <br />0.213 ft <br />Froude Number: <br />2.14 <br />Filename: DJ_Divert_10yr_24hr.sc4 Printed 06-08-2016 <br />