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-SEDCAD 4.0 <br />Copyright 7 BBe Pame7e d Schwab <br />~ Civil Software Design <br />RPE Ditch 3: flow from Ditches 1, 2 and existing NE Toe <br />Ditch <br />Material: Graded silts to cobbles when colloidal <br />Triangular Channel <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />2.5:1 2.5:1 1.0 0.0300 0.30 5.5 <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 29.10 cfs <br />Depth: 1.67 ft 1.97 ft <br />Top Width: 8.34 ft 9.84 ft <br />Velocity: 4.19 fps <br />X-Section Area: 6.95 sq ft <br />Hydraulic Radius: 0.774 <br />Froude Number: 0.81 <br />SEDCAD Utility Run Printed 04-29-2004 <br />