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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: Riprao <br />Left Right ~ Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratlo <br />10.00 3.0:1 3.0:1 15.0 i 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br />I J1 <br />J <br />SEDCAD Utility Run <br />Velocity and Manning's n calculations may not apply for this method. <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.62 ft 1.62 ft <br />Top Width: 13.71 ft 19.71 ft <br />Velocity': <br />X-Section Area: 7.33 sq ft <br />Hydraulic Radius: _ 0.527 <br />~_-Froude Number': <br />' <br />' <br />~ `_ <br />s n <br />: <br />Manning <br />~ _. _._ . _.__ <br />Dmin_ 4.00 in E <br />__ <br />D50: 12.00 in <br />Dmax: _ 15.00 in <br />Exh. 7-14F <br />23 <br />Printed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />