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SEDCAD 4.0 <br />C°py rig: ~ t99a Pamela J Scnwab <br />Civil Scrware Design <br />~ Section 16 Pond Ditch 0+00 to 30+00, Q=40.2 cfs <br />Material: Shales and hardpans <br />Bottom Sides ope Side9lotpe Slope (%) Manning's n Freeboard o reeboard Freeboard Limiting <br />Width (ft) Ratio Ratio Depth (ft) /o of Depth Mult. x (VxD) Velodty (fps) <br />2.00 1.0:1 7.0:1 3.0 0.0250 0.30 6.0 <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.97 k 1.27 ft <br />Top Width: 9.73 k 12.13 k <br />Veloaty: 7.09 fps <br />X-Section Area: 5.67 sq k <br />Hydraulic Radius: 0.569 <br />Froude Number: t.64 <br />• <br />• <br />SEDCAD Utility Run Printed 11-11-1998 <br />