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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />1 <br />West Pit Ditch Sta. 14 to 32 : Q=100.0 <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />W dtth {ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 9.0 1.00 <br />Simons/OSM Method -Steep Sfope Design <br />• <br /> <br />SEDCAD Utility Run <br /> w/o Freeboard w! Freeboard <br /> Depth: 0.73 ft 1.73 ft <br />~~ <br />____ Top Width: 14.36 ft <br />20.36 ft <br /> Velocity': <br /> X-Section Area: .___ 8.86 sq ft <br /> Hydraulic Radius: 0.607 <br /> <br /> <br />~ Froude Number': <br />Manning's n': <br />^ Dmin: <br />~----__._._---D50: <br /> <br />4.00 in <br />12.00 in <br />~ Dmax 15.00 in ~ <br />Velocity and Manning's n calculations may not apply for this method. <br />Printed 09-18-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />21 Revision No.: TR-63 <br />