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SEDCAD 4.0 <br />r--i t.t ioon_onin oa,,,et. t o,.k —k <br />East Clean Water Diversion 1.0% - 10 Year Event <br />Material: Alluvial si, colloidal <br />Triangular Channel <br />Left Right <br />Sldeslape Sideslope Slope (�k) Manning's n <br />Freeboard Freeboard Freeboard <br />Umiting <br />Velocity (fps) <br />Ratio - Ratio <br />Depth (ft) % of Depth Mult, x (VxD) <br />= <br />1.5:1 1.5:1 1.0 0.02S0 <br />030 <br />5.0 <br />Flow Derived from: <br />Drainage Area "D" (10- year): 3.47 <br />W. Div. Ditch #1 (10- Year): 4.44 <br />Mine Water discharge: 0.50 <br />Individual SWS: 0.88 <br />Total: 9.29 <br />SEDCAD Utility Run <br />Printed 11 -20 -2013 <br />1 <br />TR -88 Volume XI, App. B -73 05/14 <br />-:-w /o Freeboard - w/- Freeboard <br />Design Discharge: <br />9.29 Cis <br />Depth: <br />1.24 ft 154 ft <br />Top Width: <br />3.71 ft 4.61 ft <br />Velocity: <br />-- 3.83 fps <br />– X ^Section Area: <br />Hydraullc Radius: <br />Froude Number: <br />2.30 sq ft <br />0.515 ft <br />0.86 <br />Flow Derived from: <br />Drainage Area "D" (10- year): 3.47 <br />W. Div. Ditch #1 (10- Year): 4.44 <br />Mine Water discharge: 0.50 <br />Individual SWS: 0.88 <br />Total: 9.29 <br />SEDCAD Utility Run <br />Printed 11 -20 -2013 <br />1 <br />TR -88 Volume XI, App. B -73 05/14 <br />