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SEDCAD 4.0 <br />Copyright 199a Pamela J. SUwab ' <br />Civil Software Design <br />• Temporary Side Channel Base Design <br />Material: Shales and hardpans <br />Bottom Left Right <br />I Freeboard Freeboard Freeboard <br />' Limiting <br />° <br />pe Slope (/o) Manning <br />Width (ft) Si <br />s n I Depth (R) % of Depth Mult. x (VxD) <br />a Sf Velocity (fps) <br />Ratio <br />Rati <br />2.00 1.0:1 7.0:1 1.0 0.0250 I 0.30 I 6.0 i <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.20 k 0.50 k <br />Top Width: 3,63 k 6.03 k <br />Veloaty: 1.73 fps <br />X-Section Area: O.SB sq ft <br />Hydraulic Radius: 0.156 <br />Froude Number: 0.77 <br />• <br />• <br />SEDCAD Utility Run Printed 11-11-1998 <br />