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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />RECLAIMED ELK CREEK <br />Material: Riprap <br />Trepezoidal Channel <br />Lek <br />Bolcom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (k) sideslope Slape (%) <br />Depth (k) Mult. x <br />% of Depth <br />Ratio Ratio (VxD) <br />10.00 3.0:1 3.0:1 6.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br />• <br />SEDCAD Utility Run <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 107.00 cfs <br />Depth: 0.79 k <br />Top Width: 14.74 k <br />Velocty*: <br />X-Section Area: 9.77 sq k <br />Hydraulic Radius: 0.651 <br />Froude Number': <br />Manning's n*: <br />Dmin: 4.00 in <br />D60: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Printed 06-27-2000 <br />