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SEDCAD 4 for Windows <br />r-- w,# loop - ,)nln i <br />Structure Detail; <br />Structure #12 ( R/prap Channel <br />Ditch 63 <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 />Depth (ft) % of Depth Mult x (VxD) <br />0.00 0.3:1 1.0:1 10.0 <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: RDA Haul Road -10 Year.sc4 <br />1 <br />Printed 05 -23 -2012 <br />TR -66 EXH. 19(24) -12 05/12 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />4.16 cfs <br />Depth: <br />1.08 ft 2.08 ft <br />Top Width: <br />Velocity*: <br />1.40 ft 2.70 ft <br />X- Section Area: <br />0.75 sq ft <br />Hydraulic Radius: <br />0.293 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />-- - - - - -- - - - -- - D50: <br />Dmax: <br />1.00 in <br />- -- 3.00 in <br />3.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: RDA Haul Road -10 Year.sc4 <br />1 <br />Printed 05 -23 -2012 <br />TR -66 EXH. 19(24) -12 05/12 <br />