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SEDCAD 4 for Windows <br />34 <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope ( %) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 26.2 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />Structure #19 (Riprap Channel <br />W6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />w/o Freeboard w /Freeboard <br />Design Discharge: <br />20.80 cfs <br />Depth: <br />0.65 ft 1.15 ft <br />Top Width: <br />4.94 ft 6.44 ft <br />Velocity: <br />8.08 fps <br />X- Section Area: <br />2.57 sq ft <br />Hydraulic Radius: <br />0.482 ft <br />Froude Number: <br />1.98 <br />Manning's n: <br />0.0580 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Structure #19 (Riprap Channel <br />W6 <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 />Ratio Ratio <br />Depth (ft) % of Depth <br />(VxD) <br />3.00 1.5:1 1.5:1 10.0 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />• <br />0 <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />w/o Freeboard w /Freeboard <br />Design Discharge: <br />21.64 cfs <br />Depth: <br />0.79 ft 1.29 ft <br />Top Width: <br />5.36 ft 6.86 ft <br />Velocity: <br />6.57 fps <br />X- Section Area: <br />3.30 sq ft <br />Hydraulic Radius: <br />0.564 ft <br />Froude Number: <br />1.48 <br />Manning's n: <br />0.0490 <br />Dmin: <br />3.00 in <br />• <br />• <br />0 <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />