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SEDCAD 4 for Windows <br />(`......rinb �OOa �n�n Demela I Gl.umh <br />Structure Detail; <br />Structure #10 (Riprap Channel <br />F7 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />I Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) <br />37.95 cfs <br />Ratio Ratio <br />Depth (ft) % of Depth Mutt. x (VxD) <br />3.00 2.0:1 2.0:1 2.0 <br />0.30 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: Pond F 100Year.sc4 <br />TR -81 <br />Velocity and Manning's n calculations may not apply for this method. <br />App. B-38 <br />Printed 09-27-2013 <br />10/13 <br />1 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />37.95 cfs <br />Depth: <br />0.67 ft 0.97 ft <br />Top Width: <br />5.67 ft 6.87 ft <br />Velocity*: <br />X -Section Area: <br />2.89 sq ft <br />Hydraulic Radius: <br />0.483 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-38 <br />Printed 09-27-2013 <br />10/13 <br />1 <br />