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V L V V /1L/ 'T. V <br />CopyngM 1998 Pamela J. Srliwa0 <br />Civil SorMare Design <br />YOAST, YPM-3 /SLOPE 25% <br />Material: Rioraa <br />Trapezoidal Channel <br /> <br />LeR Right <br />Bottom Freeboard Freeboard Freetxard <br />sideslope sideslope Slope (%) <br />Width (R) Mult. x <br />Ratio Ratio Depth (R) % of Depth CAD) <br />1.011 3.0:1 3.0:1 25.D <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.40 cfs <br />Depth: 0.33 ft <br />Top Width: 2.97 R <br />Velocity: 5.19 fps <br />X•section Area: 0.65 sq R <br />Hydraulic Radius: 0.212 <br />Froude Number: 1.95 <br />Manning's n: 0.0510 <br />Dmin: 2.00 in <br />D50: 3.00 in <br />Dmax: 4.s0 in <br />SEDCAD Uhliry Run Punted 0&19-1999 <br />• <br />• <br /> <br />