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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Drill .Pad -Clean Water Diversion Ditch <br />Material: Graded loam to cobbles when. noncolloidal <br />Triangu/ar Channel <br />Left Righf Freeboard Freeboard Freeboard Limiting- <br />Sideslope Sideslope Stope (%) Manning's n - Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (ft) /o of Depth <br />o (vxDj <br />(fPs) <br />2.0:1 2.0:1 1.0 0.0300 0.30 3,g <br /> w/o freeboard w/ Freeboard <br />Design Discharge: 0.50 cfs <br />Depth: 0.40 ft 0.70 ft <br />Top Width: 1.59 ft 2.79 ft <br />Velocity: 1.57 fps <br />X-Section Area: 0.32 sq ft <br />Hydraulic Radius: 0.178 <br />Froude Number: 0.62 <br />~~ <br />-~ <br /> <br />SEDCAD Utility Run Printed 03-06-2001 <br />