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SEDCAD 4 for Windows <br />Rnn „rinhl iaQA _9nn7 P.—I. I Crh—.K <br />J <br />•P <br />Nonerodible Channel Results: <br />Left Right <br />Freeboard Freeboard Freeboard <br />0.38 cfs <br />Depth: <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />0.83 ft 2.03 ft <br />Velocity: <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />0.09 sq ft <br />2.0:1 2.0:1 4.0 0.0130 <br />0.30 <br />Froude Number: <br />2.57 <br />Nonerodible Channel Results: <br />J <br />Culvert Results: <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.38 cfs <br />Depth: <br />0.21 ft 0.51 ft <br />Top Width: <br />0.83 ft 2.03 ft <br />Velocity: <br />4.70 fps <br />X- Section Area: <br />0.09 sq ft <br />Hydraulic Radius: <br />0.093 ft <br />Froude Number: <br />2.57 <br />J <br />Culvert Results: <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 4.0 0.0170 <br />0.30 <br />Nonerodible Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 8.84 cfs <br />Depth: 0.73 ft 1.03 ft <br />Structure #52 (Cu /vertu <br />C5E -5 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />200.00 5.00 0.0120 4.00 0.00 0.5( <br />Design Discharge = 0.26 cfs <br />Minimum pipe diameter: I - 4 inch pipe(s) required <br />Structure #13 (Nonerodible Channel <br />D5E -6 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />