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SEDCAD 4 for Windows <br />f:nrnninhi 1008 _9M7 D-1. 1 Crhu�aL. <br />17-� <br />Structure Detail; <br />Structure #13 6% rap Channel <br />W5 <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />1.5:1 1.5:1 40.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Pond F- 100Yr.sc4 Printed 09 -28 -2009 <br />TR -64 App. B -20 09/09 <br />/I FAROvEl-) J2/zg <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.65 cfs <br />Depth: <br />0.05 ft 1.05 ft <br />Top Width: <br />0.16 ft 3.16 ft <br />Velocity *: <br />X- Section Area: <br />0.00 sq ft <br />Hydraulic Radius: <br />0.022 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 />Filename: Pond F- 100Yr.sc4 Printed 09 -28 -2009 <br />TR -64 App. B -20 09/09 <br />/I FAROvEl-) J2/zg <br />