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3EDCAD 4.0 <br />:apyrigM 1999 Pamela J. Schwab <br />;ivil Sof9wre Design <br />Post MininclChannel PM-2 Lower <br />Material: Riorao <br />Trapezoidal Channel <br />=, Left Right <br />Bottom Freeboard Freelaard Freeboartl .. <br />~~ <br />Sideslope -f:5tdeslDpe ,;- Slope (%) <br />Width (ft} '-~RaLo <br />-!: <br />'"- Raho ~ ~ :~ -Muff x ,:. <br />Depth`(ft) %of=Depth ~ - <br />' <br />_ <br />.. <br />__-. :. <br />(VxD) :, <br />- <br />6.00 3.0:1 3.0:1 19.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o FreeGoard `'w/'F~eetioard <br />Design Discharge: 19.70 cfs <br />Depth: 0.21 ft 1.21 R <br />Top Width: 7.25 R 13.25 R <br />Velocity*: <br />X-Section Area: 1.38 sq f't <br />Hydraulic Radius: 0.189 <br />Froude Number: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 12-08-2001 <br />