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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Structure Detai/: <br />Structure #ZjErodible Channel <br />D7-1 b: .slope, s, coal <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Lek Right <br />Bottom Freeboard Freeboard ~ Freeboard Limiting <br />6ideslope Sideslope Slope (%) Manning's n <br />Width (k) <br />Mult. x Velocity <br />Ratio Ratio De % of Depth <br />pth (k) (VxD) (fps) <br />4.00 2.5:1 2.5:1 2.8 0.0300 0.30 5.0 <br />Erodible Channel Results: <br />LJ <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 14.22 ffs <br />Depth: 0.56 ft 0.86 k <br />Top Width: 6.79 k 8.29 k <br />Velocity: 4.73 fps <br />x-Section Area: 3.01 sq ft <br />Hydraulic Radius: 0.429 <br />Froude Number: 1.25 <br />Structure #1 (Erodible Channel) <br />D7-Za~ n, slope, n.. coal <br />Trapezoidal Erodible Channel Inputs: <br />~)) ~Ll~ <br />] 5 i -~~ <br />Material: Graded loam to cobbles when noncolloidal <br />Left Right <br />Bottom Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n <br />Width (k) <br />Mult. x Velocity <br />Ratio Ratio De % of Depth <br />pth (k) (VxD) (fps) <br />10.00 3.0:1 3.0:1 2.4 0.0300 0.30 5.0 <br />Erodible Channel Results: <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 14.98 ds <br />Depth: 0.37 k 0.67 k <br />Top Width: 12.20 ft 14.00 k <br />Velocity: 3.68 fps <br />X-Section Area: 4.07 sq R <br />~ ~it~ <br />s~~~e <br />Filename: pond7-1rev.sc4 Printed 07-26-2001 <br />