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SEDCAD 4 for Windows <br />64 <br />r <br />�J <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 12.5 0.0170 <br />0.30 <br />Nonerodible Channel Results: <br />• <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />8.43 cfs <br />Depth: <br />0.58 ft 0.88 ft <br />Top Width: <br />2.31 ft 3.51 ft <br />Velocity: <br />12.58 fps <br />X- Section Area: <br />0.67 sq ft <br />Hydraulic Radius: <br />0.259 ft <br />Froude Number: <br />4.12 <br />• <br />Left Right <br />ard Fr eeboard Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />7De <br />Ratio Ratio <br />(ft) % of Depth (VxD) <br />2.0:1 2.0:1 10.0 0.01701 <br />0.30 <br />Nonerodible Channel Results: <br />u <br />Structure #71 (Cu /vert1 <br />C5E -32 <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />53. 5.00 0. 2 0.00 0.9( <br />Design Discharge = 8.64 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #70 (Nonerodible Channe /� <br />D5E -31 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 19.87 cfs <br />Depth: 0.83 ft 1.13 ft <br />Top Width: 3.33 ft 4.53 ft <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />