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SEDCAD 4 for Windows <br />r'.— ,rinht 1QQn _gnn7 P-1. I Crh .... h <br />28 <br />• <br />Left Right <br />Bottom <br />Freeboard <br />Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />32.55 cfs <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />3.00 1.5:1 1.5:1 34.9 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• Structure #26 (Riprap Channe /� <br />DRPE -EIO <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />32.55 cfs <br />Depth: <br />0.82 ft 1.32 ft <br />Top Width: <br />5.47 ft 6.97 ft <br />Velocity: <br />9.32 fps <br />X- Section Area: <br />3.49 sq ft <br />Hydraulic Radius: <br />0.585 ft <br />Froude Number: <br />2.06 <br />Manning's n: <br />0.0660 <br />Dmin: <br />5.00 in <br />D50: <br />9.00 in <br />Dmax: <br />12.00 in <br />• Structure #26 (Riprap Channe /� <br />DRPE -EIO <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope ( %) <br />Mult. x <br />Ratio Ratio <br />De % of De <br />Depth (ft) Depth (VxD) <br />3.00 1.5:1 1.5:1 24.9 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />34.71 cfs <br />Depth: <br />0.89 ft 1.39 ft <br />Top Width: <br />5.67 ft 7.17 ft <br />Velocity: <br />9.02 fps <br />X- Section Area: <br />3.85 sq ft <br />Hydraulic Radius: <br />0.621 ft <br />Froude Number: <br />1.93 <br />Manning's n: <br />0.0600 <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />