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sEDCAD 4.0 <br />/`—m .hf 1000-1in1n 0-1. I Q,4..—k <br />East Clean Water Diversion (0.6%) - 100 Year Event <br />Material: Alluvial silts colloidal <br />Triangular Channel <br />..Bottom Left Right lo <br />Width (ft)'- 5ideslope . Side�ope Slope (%) Manning's n ,_ <br />Freeboard Fceeboatcl Freeboard <br />Limiting it <br />Velod <br />Ratio Ratio <br />Depth (ft). 06 of Depth Mutt. z (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 />5.0 <br />Flow Derived from: <br />W/o Freeboard w/ Freeboard <br />Design Discharge: <br />2254 cfs <br />Depth: V <br />1.94 ft 2.24 ft <br />Top Width: <br />_ 5.61 ft 6.71 ft <br />Velocity: <br />-- 4.00 fps <br />X- Section Area: <br />5.64 sq ft <br />Hydraulk Radius: <br />�Froude <br />0.806 ft <br />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 U111ty Run <br />Printed 12 -09 -2013 <br />1 <br />TR -88 Volume XI, App. B-67 05/14 <br />