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SEDCAD 4 for Windows <br />Structure Detail: <br />Structure #13 6Rl "ra Chann <br />F9 <br />Trapezoidal Riprap Channel Inputs: <br />Material Riprap <br />Botto m Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sides[ope Slope (%) <br />Width (ft) Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />3.00 1.5:1 1.5:1 42.0 <br />i 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: Pond F100 Year.sc4 <br />TR-76 <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B-26 <br />1 <br />Printed 11-08-2012 <br />11/12 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.32 cfs <br />Depth: <br />0.03 ft 1.03 ft. <br />Top Width: <br />3.08 ft 6.08 ft <br />Velocity *: <br />X- Section Area: <br />0.08sqft <br />--Hydraullc Radius: <br />0.027 ft <br />Froude Number*: <br />Manning's -n*: <br />Dmin: <br />3.00 in <br />D50: <br />9.00 in <br />Dmax: <br />11.25 In <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B-26 <br />1 <br />Printed 11-08-2012 <br />11/12 <br />