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SEDCAD 4.0 <br />Copyrignt 199e Pamela J Scnwab <br />Crvd Sortware Design <br />i Prospect Ditch Sta. 0 to 15: Q=102.8 <br />Material: Ripraq <br />Bottom Lek Right <br />Sideslope Sideslope Slope (°b) Freeboard Freeboard Freeboard <br />Width (tt) <br />Ratio Ratio Depth (k) %ot Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:7 26.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w! Freeboard <br />Depth: 0.42 k 1.42 k <br />Top Width: 12.49 ft 18.49 h <br />Velocity': <br />X-Section Area: 4.67 sq k <br />Hydraulic Radius: 0.370 <br />Froude Number': <br />Manning's n': <br />Dmin. 7.00 in <br />D60: 21.00 in <br />Dmax: 26.25 in <br />Velocity and Manning's n calculations may nol apply for this method. <br /> <br /> <br />SEDCAD Utility Run Printed 09-17-1998 <br />