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SEDCAD 4 for Windows <br />Structure Detail; <br />Structure #18 (Riprap Channel <br />F14 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope <br />11.73 cis <br />Ratio Ratio <br />Depth (ft) /o of Depth Mult. x (VxD) <br />3.00 1.5:1 1.5:1 2.01 <br />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 F 100Year.sc4 <br />1 <br />Printed 09-27-2013 <br />TR -81 App. B-46 10/13 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />11.73 cis <br />Depth: <br />0.36 ft 1.36 ft <br />Top Width: <br />4.07 ft 7.07 ft <br />Velocity*: <br />X -Section Area: <br />1.26 sq ft <br />Hydraulic Radius: <br />0.295 ft <br />Froude Number*: <br />Manning's n*: <br />- <br />—3.00 <br />Dmin: <br />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 100Year.sc4 <br />1 <br />Printed 09-27-2013 <br />TR -81 App. B-46 10/13 <br />