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SEDCAD 4 for Windows <br />r'^ —rinhf 1 QQR -9111 n P -1a I Crh—.h <br />Structure Detail: <br />Structure #10 (Rip/ ap Channell <br />Ditch D41 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope ( %) <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />3.00 1.5:1 1.5:1 12.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Catchment No.2 100 Year Event- DWDA3.sc4 <br />Printed 04 -09 -2012 <br />TR -65 EXH 19(22) -17 04/17/2012 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />12.21 cfs <br />Depth: <br />Top Width: <br />0.25 ft 1.25 ft <br />3.75 ft 6.75 ft <br />Velocity *: <br />X- Section Area: <br />0.84 sq ft <br />Hydraulic Radius: <br />0.215 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />5.00 in <br />D50: <br />15.00 in <br />Dmax: <br />18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Catchment No.2 100 Year Event- DWDA3.sc4 <br />Printed 04 -09 -2012 <br />TR -65 EXH 19(22) -17 04/17/2012 <br />