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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design '~ <br />Gulch A Ditch Sta. 65 to 79; Q=96.5 <br />Material: Riprap <br />Bottom Sides ope Sidets otpe Slope (%.} ' Freeboard Freeboard Freeboard <br />Width (ft) Ratio Ratio ~ Depth (ft) /o of Depth Mult. x (VxD) <br />i 10.00 3.0:1 3.0:1 8.0 ~ 1.00 <br />Simons/OSM Method - S#eep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.72 ft 1,72 ft <br />Top Width: 14.31 ft 20.31 ft <br />Velocity': _ <br />X-Section Area: 8.73 sq ft ~.. <br />i Hydraulic Radius: 0.601 <br />~ Froude Number: <br />Manning's n': <br />~~ Dmin: mm_ <br />3.00 in ' <br />D50: 9.00 in <br />Dmax: 1125 in Tj <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />SEDCAD Utility Run Printed 09-17-1998 <br />• <br />Exh. 7-14G Revision Date: 7/25/06 <br />20 Revision No. TR-63 <br />