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SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Schwab <br />Civil Sotnvare Design <br />• <br />Material: Cobbles and shingles <br />Left Right Freeboard Freeboard Freeboard Limiting <br />sideslope Sideslope slope (%) Manning's n Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (R) % of Depth (VxD) (fps) <br />2.5:1 2.5:1 1.0 0.0350 0.30 5.5 <br />• <br />Material: Cobbles andMaterial: Cobbles and shingles <br />~'I V_ <br />] SIZE <br />LeR Right Freeboard Freeboard Freeboard Limiting <br />sideslope Sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (R) % of Depth (VxD) (fPs) <br />2.5:1 2.5:1 1.5 0.0350 0.30 5.5 <br />• <br />Structure Detai/; <br />Str c d #1 Erodible Channe! <br />S-1 <br />Trian ar Erodible Channel Inputs: <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 26.43 cfs <br />Depth: 1.70 ft 2.00 R <br />Top Width: 6.52 ft 10.02 R <br />Velocity: 3.64 fps <br />X-Section Area: 7.26 sq R <br />Hydraulic Radius: 0.791 <br />Froude Number: 0.70 <br />Str Z Erodible Channel <br />~S-2 <br />' gular Erodible Channel Inputs: <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 31.40 ffs <br />Depth: 1.66 R 1.98 R <br />Top Width: 8.42 R 9.92 R <br />Velocity: 4.43 fps <br />X-Section Area: 7.09 sq ft <br />d~~ <br />J ~ i-~ <br />Filename: Ditches (north) to Pond 4-182.sc4 Primed 04-19-2001 <br />