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SEDCAD 4 for Windows <br />(,— ..rinh} 100A _9111 11 Cemch I Cr1... k <br />Structure Detail; <br />Structure #10 (Riprap Chann <br />Ditch 62 <br />Trapezoidal Riprap Channel Inputs: <br />Ma erial: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width ( ft ) <br />2.28 cis <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />0.00 03:1 1.0:1 13.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /QSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: RDA Haul Road -10 Yeansc4 <br />Printed 05 -25 -2012 <br />TR -66 EXH. 19(24) -11 05/12 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />2.28 cis <br />Depth: <br />0.82 ft 1182 ft <br />Top Width: <br />1.06 ft 2.36 ft <br />Velocity*: <br />X- Sectlon Area: <br />0.43 sq ft <br />Hydraulic Radius: <br />0.223 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />1.00 in <br />D50: <br />3.00 in <br />Dmax: <br />3.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: RDA Haul Road -10 Yeansc4 <br />Printed 05 -25 -2012 <br />TR -66 EXH. 19(24) -11 05/12 <br />