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SEDCAD 4.0 <br />Copynght 1998 Pamela J Schwab <br />Civil Software Design <br />• Section 16 Perimeter Ditch, Q=14.2 cfs <br />Material: Shales and hardpans <br />Bottom Left Right <br />' Freeboard Freeboard Freeboard Limiting <br />o <br />s n <br />Width (ft) Sideslope Sideslope Slope (/°) Manning Depth (ft) % of DeD[h Mult. x (VxD) Velocity (fps) <br />Ratio Ratio <br />2.00 1.0:1 7.0:1 3.0 0.02501 0.30 6.O <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.60 ft 0.90 ft <br />Top Width: 6.78 R 9.18 R <br />Velocity: 5.41 fps <br />X-SeRion Area: 2.63 sq R <br />Hydraulic Radius: 0379 <br />Froude Number: 1.53 <br />• <br />1r1 <br />u <br />SEDCAD Utility Run Printed 11-11-t998 <br />