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SEDCAD 4 for Windows <br />('. —Mnh} 1QQa -9nn7 P-1. 1 Crhuiah <br />W <br />Structure #44 (R/pran Chann <br />E12 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right - <br />w/o Freeboard w/ Freeboard <br />Manning's n: <br />0.0630 <br />Dmin: <br />5.00 in <br />D50: <br />9.00 in <br />Dmax: <br />12.00 in <br />Structure #44 (R/pran Chann <br />E12 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right - <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) Ratio Ratio <br />Mult. x <br />t. <br />Depth (ft) % of Depth <br />Depth: <br />(V <br />3.00 1.5:1 1.5:1 45.4 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />s <br />Structure #24 (Riprap Channe /� <br />W1 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />• <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />W/o freeboard w/ Freeboard <br />Design Discharge: <br />46.60 cfs <br />Depth: <br />0.92 ft 1.42 ft <br />Top Width: <br />5.75 ft 7.25 ft <br />Velocity: <br />11.61 fps <br />X- Section Area: <br />4.01 sq ft <br />Hydraulic Radius: <br />0.636 ft <br />Froude Number: <br />2.45 <br />Manning's n: <br />0.0640 <br />Dmin: <br />7.00 in <br />D50: <br />12.00 in <br />Dmax: <br />18.00 in <br />Structure #24 (Riprap Channe /� <br />W1 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />• <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010 <br />