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SEDCAD 4 for Windows <br />rl­,i kt I CIOR _qn1 n P­1� I <br />Structure Detail: <br />Structure #28 (Riprap Channel) <br />WEST DIV - 2 <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />1.9-8-cfs <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />1-5:1 1.5:1 22.0 <br />1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: Pond F-10OYear.sc4 <br />TR-81 <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B-58 <br />Printed 07-25-2013 <br />10/13 <br />w/o Freeboard wl Freeboard <br />Design Discharge: <br />1.9-8-cfs <br />Pepth-:- <br />0.09 ft 1.09 ft <br />Top Width: <br />- <br />- <br />0.27 ft 3.27 ft <br />Velocity*: <br />X- Section Area: <br />0:01 sq ft <br />Hydraulic Radius: <br />0.037 ft <br />Froude Number*: <br />n*: <br />Dmin: <br />4.00 in <br />D50: <br />12.00 in <br />Dmax; <br />15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B-58 <br />Printed 07-25-2013 <br />10/13 <br />