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sEDCAD 4.0 <br />r c.a,., k <br />East Clean Water Diversion (0.6%) - 100 Year Event <br />Material: Alluvial silts colloldal <br />Triangular Channel <br />Bottom Left Rlght <br />Width (ft) :_ Sideslope . - Sideslope slope ( %) Manning's n _ <br />Freeboard Freeboard Freeboard, <br />Lirnitl-ng <br />Velocity' (fps) <br />Ratio Ratio <br />Depth (ft)- % of Depth Mult. is (VxD) <br />1.94 ft 2.24 ft <br />0.00 1.5:1 1.5:1 0.6 0.0250 <br />0.30 <br />510 <br />Flow Derived from: <br />W/o Freeboard w/ rreeboard <br />Design Discharge: <br />22.54 cis <br />Depth: <br />1.94 ft 2.24 ft <br />Top Width: <br />+� 5.81 ft 6.71 ft <br />Velocity: <br />-- 4.00 fps — <br />- <br />X- Section Area: <br />- 5.64 sq ft <br />_ Hydraulic Radius: <br />^ ~0.806 ft <br />Froude Number: <br />0.72 <br />Flow Derived from: <br />Drainage Area "D" (100- year): <br />11.64 <br />W. Div. Ditch #1 (100- Year): <br />9.19 <br />Mine Water discharge: <br />0.50 <br />Individual SWS: <br />1.24 <br />Total: <br />22.54 <br />SEDCAD Utility Run <br />Printed 12 -09 -2013 <br />1 <br />TR -88 Volume XI, App. B-67 05/14 <br />