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SEDCAD 4 for Windows <br />Rnnvrinhf �QOR _9f1f17 Pamoh I Crh,uah <br />34 <br />• <br />Structure #21 (Riprap Channe /� <br />DRPE -W4 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />w/o Freeboard w/ Freeboard <br />Top Width: <br />4.60 ft 6.10 ft <br />Velocity: <br />7.03 fps <br />X- Section Area: <br />2.03 sq ft <br />Hydraulic Radius: <br />0.412 ft <br />Froude Number: <br />1.87 <br />Manning's n: <br />0.0620 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Structure #21 (Riprap Channe /� <br />DRPE -W4 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <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 26.2 <br />0.50 <br />• Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />Structure #20 (Riprap Channe /� <br />DRPE -W5 <br />• Trapezoidal Riprap Channel Inputs: <br />Filename: RPE Pile.sc4 Printed 10 -07 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />18.75 cfs <br />Depth: <br />0.62 ft 1.12 ft <br />Top Width: <br />4.85 ft 6.35 ft <br />Velocity: <br />7.74 fps <br />X- Section Area: <br />2.42 sq ft <br />Hydraulic Radius: <br />0.464 ft <br />Froude Number: <br />1.93 <br />Manning's n: <br />0.0590 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Structure #20 (Riprap Channe /� <br />DRPE -W5 <br />• Trapezoidal Riprap Channel Inputs: <br />Filename: RPE Pile.sc4 Printed 10 -07 -2010 <br />