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SEDCAD 4 for Windows <br />r—. inh4 1 QQA -9M7 P-1. I R—h—h <br />33 <br />Structure #22 6521: r,3 Channe /) <br />W3 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Combined <br />Elevation <br />Straight Pipe <br />Total <br />(ft) <br />(cfs) <br />Discharge <br />7.67 fps <br />X- Section Area: <br />(mss) <br />9.00 <br />(5) >16.252 <br />16.252 <br />9.50 <br />(5) >16.821 <br />16.821 <br />10.00 <br />(5) >17.350 <br />17.350 <br />Structure #22 6521: r,3 Channe /) <br />W3 <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 />Depth (ft) % of Depth <br />Ratio Ratio <br />(VXD) <br />3.00 1.5:1 1.5:1 27.9 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />Structure #21 LR/prc? Channe /1 <br />ii, <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 />17.56 cfs <br />Depth: <br />0.59 ft 1.09 ft <br />Top Width: <br />4.77 ft 6.27 ft <br />Velocity: <br />7.67 fps <br />X- Section Area: <br />2.29 sq ft <br />Hydraulic Radius: <br />0.447 ft <br />Froude Number: <br />1.95 <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 #21 LR/prc? Channe /1 <br />ii, <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />• <br />Filename: Old RPE and New RPE Pile.sc4 Printed 04-15 -2010 <br />