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SEDCAD 4 for Windows <br />rn—nnhf 100A _9n1n P—In I Cnh,e,nh <br />FULL BUILD OUT CONFIGURATION <br />Structure Detail: <br />�,fruc'tuicrv.l _(I�r(� C%)jllii�e/; <br />DITCH 111 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) o <br />Ratio Ratio Depth (ft) /o of Depth Mult. x (VxD) <br />3.00 1.5:1 1.5:1 8.01 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: Pond J 100Yr-Full Build Out.sc4l <br />TR -105 <br />Volume XI, App. B-54 <br />I <br />Printed 09-18-2015 <br />09/15 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />14.08 cfs <br />Depth: <br />0.33 ft 1.33 ft <br />Top Width: <br />4.00 ft 7.00 ft <br />Velocity*: <br />X -Section Area: <br />1.17 sq ft <br />Hydraulic Radius: <br />0.278 ft <br />Froude Number*: <br />Manning's 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 />Filename: Pond J 100Yr-Full Build Out.sc4l <br />TR -105 <br />Volume XI, App. B-54 <br />I <br />Printed 09-18-2015 <br />09/15 <br />