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EDCAD 4.0 <br />winhl ~°ON Pamola .I Glwah <br />Channel PM-2 Upper <br />Material: Riprap <br />Tiapezoida/ Channel <br />Left Right <br />Bottom Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (°/P) <br />Width (ft) Mult. x <br />Depth (R) % of Depth <br />Ratio Ratio ~D) <br />3.00 3.0:1 3.0:1 23.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.10 cfs <br />Depth: 0.06 ft 1.06 R <br />Top Wid[h: 3.38 R 9.38 ft <br />Velocity*: <br />X-Section Area: 0.20 sq ft <br />Hydreulic Radius: 0.060 <br />Froude Number*: <br />Manning`s n*: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />:DCAD Utility Run Printed 07-26-2002 <br />