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SEDCAD 4.0 <br />tl—inw 4onp-onin o—i. i Qnh_.K <br />East Clean Water Diversion (1.0%) - 10 Year Event <br />Material: Alluvial silts -colloidal <br />Triangular Channel <br />. Left Right <br />Sweslope Sideslope Slope (0/6) Mannlng's n <br />Freeboard Freeboard Freeboard <br />Limiting <br />Velocity (fps) <br />Ratio - Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />1.24 ft 154 It <br />3.71 ft 4.61 ft <br />1.0 0.0250 <br />0.30 <br />X-Section Area: <br />Hydraullc Raclius: <br />Froude Number: <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 U119ty Run <br />Printed 11-20-2013 <br />I <br />TR-88 Volume X1, App. B-73 05/14 <br />-.--w/o Freeboard . w /. Freeboard <br />Design Discharge: <br />9.29 dS <br />Depth: <br />Top Width: <br />1.24 ft 154 It <br />3.71 ft 4.61 ft <br />Velocity: <br />3.83 fps <br />X-Section Area: <br />Hydraullc Raclius: <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 U119ty Run <br />Printed 11-20-2013 <br />I <br />TR-88 Volume X1, App. B-73 05/14 <br />