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SEDCAD 4.0 <br />Copyright 7898 Pamela J. Sdrvrab <br />Civil SoRware Design <br />Post Mining Channels PM - 3 Lower <br />Material; Riprap <br />Simons/OSM Method -Steep Slope Design <br />- _~~~-~ _.;~ ~s~' w}iii std _=w~['F2eeboarc_1a; <br />Design Discharge: 23.90 cfs <br />Depth: 0.34 ft 1.34 R <br />lop Width: 8.03 ft 14.03 ft <br />Velocity*: <br />X-Section Area: 2.37 sq R <br />Hydreulic Radius: 0.291 <br />Froude Number: <br />Manning's n*: <br />Dmin: ~ 2.00 in <br />DSO: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not appty for this method. <br />SEDCAD Utility Run Printed 12-06-2001 <br />Trapezoidal Channel <br />