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SEDCAD 4 for Windows <br />r, -,e-ht <br />Structure Detail., <br />Structure #20 (Ri ,r Channell <br />FI6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) Ratio Ratio Depth (ft) % of Depth Mult. x (VXD; <br />3.00 1.5:1 1.5:1 10.0 j 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 -34 <br />1 <br />Printed 11 -08 -2012 <br />11/12 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />19.86 cis <br />- <br />Depth: <br />0.38 ft 1.38 ft <br />Top Width: <br />4.13 ft 7.13 ft <br />Velocity*: <br />X-Section Area: <br />1.35 sq ft <br />Hydraulic Radius: <br />0.309 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />5.00 in <br />D50: <br />15.00 in <br />Dmax: <br />18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B -34 <br />1 <br />Printed 11 -08 -2012 <br />11/12 <br />