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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civl Software Devgn <br /> <br />Prospect Ditch Sta. 0 to 15: Q=102.8 <br />Material: Rigrag <br />Bottom Left Right <br />Sideslope Sideslope Slope (%) Freeboard Freeboard Freeboard <br />Width (K) <br />Ratio Ratio Depth (tt) °b of Depth Mult. x (VzD) <br />10.00 3.0:1 3 0:1 14.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.65 ft 1.65 tt <br />Top Width: 13.90 h 19.90 tt <br />Velocity': <br />X-Section Area: 7.77 sq ft <br />Hydraulic Radius: 0.551 <br />Froude Number': <br />Manning's n-: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />1~ 1 <br />u <br />SEDCAD Utility Run <br />Printed 09-17-1998 <br />