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• <br />Left Right Freeboard Freeboard Freeboard <br />Wid ho(R} Sideslope Sideslope Slope (°/a) pepth (R) % of Depth Mult. x (VxD} <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 17.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.66 ft 1.66 ft <br />Top Width; 13.97 ft 19.97 ft <br />Velocity*: <br />~X-Section Area: 7.92 sq ft <br />y <br />Hydraulic Radius: 0.554 <br />' <br />Froude Number*: ~ <br />~Manning's n*: <br />Amin: <br />..._.--- D50--- __ <br />5.00 in <br />-----..... ----15.00 in <br />Dmax: 18.75 in <br />Velocity and Manning's n calculations may not apply For this method. <br />~~ <br />I~ <br />~J <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />1 <br />Gulch A Ditch Sta. 0 to 20 :Q=122.3 <br />Material: Riprap <br />SEDCAD Utility Run <br />Exh. 7-14G <br />9 <br />Printed 09-23-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />