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<br />SEDCAD 4.4 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 14 to 32 : Q=100.0 <br />Material: Rigrag <br />Left Rlght <br />Sideslope Sideslope Slope (%) Freeboard Freeboard Freeboard <br />W dth (ft) <br />Ratio Ratio Depth (ft) % of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 16.0 I 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.6D tt 1.60 ft <br />~~ <br />Top Width: 13.59 ft 19.59 ft <br />Velocity": <br />~~ <br />y X-Section Area: 7.D6 sq ft <br />Hydraulic Radius; 0.512 <br />Froude Number': <br /> ~^ <br />Orrin: 5.00 in <br />---`~'^ <br />-_-- ~~ D50: 15.00 in <br />Dmax: 18.75 in <br />• <br />SEDCAD Utility Run <br />Velocity and Manning's n calculations may not apply for this method. <br />Exh..7-14F <br />24 <br />1 <br />Printed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />