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SEDCAD 4 for Windows <br />34 <br />• <br />Structure #19 (Riprap Channel <br />DRPE -W6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />w/o Freeboard w/ Freeboard <br />X- Section Area: <br />2.28 sq ft <br />Hydraulic Radius: <br />0.446 ft <br />Froude Number: <br />1.89 <br />Manning's n: <br />0.0600 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Structure #19 (Riprap Channel <br />DRPE -W6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />a Slope Sideslo a Sideslo <br />Width (ft) p p ( ) <br />Ratio Ratio <br />ft Depth Mult. x <br />p () % of Depth p <br />*Sediment Storage: <br />(VxD) <br />3.00 1.5:1 1.5:1 10.0 <br />0.50 <br />Riprap Channel Results: <br />Structure #42 (Pond <br />CRPE -3W <br />Pond Inputs: <br />• <br />Initial Pool Elev: <br />1.00 ft <br />Initial Pool: <br />0.00 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />PADER Method - Steep Slope Design <br />Filename: RPE Pile.sc4 Printed 10 -06 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />17.61 cfs <br />Depth: <br />0.67 ft 1.17 ft <br />Top Width: <br />5.01 ft 6.51 ft <br />Velocity: <br />6.56 fps <br />X- Section Area: <br />2.69 sq ft <br />Hydraulic Radius: <br />0.496 ft <br />Froude Number: <br />1.58 <br />Manning's n: <br />0.0450 <br />Dmin: <br />3.00 in <br />D50: <br />6.00 in <br />Dmax: <br />9.00 in <br />Filename: RPE Pile.sc4 Printed 10 -06 -2010 <br />