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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Software Design <br />• <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 />3.0:1 3.0:1 3.0 0.0300 0.30 ~ 5.5 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.95 cfs <br />Depth: 0.35 ft 0.65 ft <br />Top Width: 2.09 ft 3.69 ft <br />Velocity: 2.59 fps <br />X-Section Area: 0.37 sq ft <br />Hydraulic Radius: 0.166 <br />Froude Number: 1.09 <br />Structure #23 (Erodible Channel <br />EFD3 <br />• <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Left Right Freeboard Freeboard Freeboard Limihng <br />sideslope sideslope slope (%) Manning's n Mult. x Veloaty <br />Ratio Ratio Dep[h (ft) % of Depth (VxD) (fps) <br />3.0:1 3.0:1 3.0 0.0300 0.30 5.5 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.15 crs <br />Depth: 0.38 ft 0.68 R <br />Top Width: 2.25 ft 4.05 ft <br />Velocity: 2.72 fps <br />X-Section Area: 0.42 sq ft <br />Hydraulic Radius: 0.178 <br />Froude Number: 1.11 <br />Structure #22fErodible Channel <br />EFD2 <br />2~ <br />• Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: RevPOnd007c.sc4 ~ Printed Ot-15-2002 <br />