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JCUI.HU 4.V <br />Copyright 1998 Pamela J. Schwah <br />Civil Software Design <br />YOAST, YPM-9 /SLOPE 5% <br /> <br />Material: Grass mixture <br />Triangu/a~ Channel <br />LeR Right <br />Retardance Freeboard Freeboard Freeboard Umiting <br />Sideslope Sideslope Slope (°h) <br />Classes veladty <br />Ratio Ratio Depth (ft} % of Depth (yxD) (fps) <br />3.0:1 3.0:1 S.0 D, B 1.00 5.0 <br /> Stability <br />Qass D w/o <br />Freeboard Stability <br />Gass D w/ <br />Freeboard Capadty <br />pass B w/o <br />Freeboard Capadty <br />tDass 8 w/ <br />Freeboard <br />Design Discharge: 2.90 cfs ~ 2.90 cfs <br />Depth: 0.64 R 1.64 ft 1.04 ft 2.04 R <br />Top Wldth: 3.86 R 9.86 ft 6.24 ft 12.24 ft <br />Velocity: 2.33 fps 0.89 fps <br />X-Section Area: 1.24 sq R 3.24 sq ft <br />Hydraulic Radius: 0.305 0.493 <br />Froude Number. 0.72 - 0.22 <br />Roughness Coefficient: 0.0647 0.2326 <br /> <br />e <br />SEDCAD Utility Run <br />Printed 05-19-'1999 <br />