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SEDCAD 4 for Windows <br />f'. —;. ht 1°OR .7M7 0 -1d 1 Cnh�.�oh <br />• <br />Structure Detail; <br />Structure #20 (Riprap Channe /� <br />F16 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />3.00 1.5:1 1.5:1 10.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />0 <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />Filename: Pond F- 100Yr.sc4 <br />Printed 09 -28 -2009 <br />TR -64 App. B -27 09/09 <br />y j Ppr "Ou6b IYZ11/o11 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />5.19 cfs <br />Depth: <br />0.17 ft 1.17 ft <br />Top Width: <br />3.52 ft 6.52 ft <br />Velocity*: <br />X- Section Area: <br />0.56 sq ft <br />Hydraulic Radius: <br />0.155 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 />• <br />Filename: Pond F- 100Yr.sc4 <br />Printed 09 -28 -2009 <br />TR -64 App. B -27 09/09 <br />y j Ppr "Ou6b IYZ11/o11 <br />