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SEDCAD 4 for Windows <br />!`nnvrinM loos Ann? D-1. I Qnhu —K <br />y <br />• <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />a Sideslope Sloe <br />Width (ft) Sideslope p ( ) <br />Depth (ft) % of Depth Mult. x <br />Ratio <br />(VxD) <br />3.00 1.5:1 1.5:1 39.5 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br />• Structure #44 (R/,�rao Channel) <br />DRPE -Et2 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />19.44 cfs <br />Depth: <br />0.00 ft <br />Top Width: <br />0.00 ft <br />Velocity: <br />0.00 fps <br />X- Section Area: <br />0.00 sq ft <br />Hydraulic Radius: <br />0.000 ft <br />Froude Number: <br />0.00 <br />Manning's n: <br />0.0000 <br />Dmin: <br />5.00 in <br />D50: <br />0.00 in <br />Dmax: <br />12.00 in <br />• Structure #44 (R/,�rao Channel) <br />DRPE -Et2 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />Mult. x <br />Depth (ft) % of Depth <br />Ratio Ratio <br />(VxD) <br />3.00 1.5:1 1.5:1 45.41 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />Filename: RPE Pile.sc4 <br />Printed 10 -06 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />20.68 cfs <br />Depth: <br />0.59 ft 1.09 ft <br />Top Width: <br />4.77 ft 6.27 ft <br />Velocity: <br />9.03 fps <br />X- Section Area: <br />2.29 sq ft <br />Hydraulic Radius: <br />0.447 ft <br />Froude Number: <br />2.30 <br />Filename: RPE Pile.sc4 <br />Printed 10 -06 -2010 <br />