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SEDCAD 4.0 <br />('- -,inhl 1 QQA -')M n P-1, I .CnM.mh <br />East Clean Water Diversion - (1.0 %) - 10 Year <br />Material: Alluvial silts colloidal <br />Triangular Channel <br />Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope ( %} Manning's n <br />Depth: <br />Velocity (fps) <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x (VxD ) <br />_..�_._..__.__. Velocity: <br />1.5:1 1.5:1 1.0 0.0250 <br />0.30 <br />5.0 <br />Flow Derived from: <br />Drainage Area "D" (10 -Year) <br />W. Div. Ditch #1 (10- year): <br />Flow from 7.5% section: <br />Flow from coverfill SAE: <br />SEDCAD Utility Run <br />3.47 <br />4.44 <br />1.77 <br />0.86 <br />Total: 10.54 <br />Printed 01 -29 -2015 <br />TR -91 Volume XI, App. B -78 01/15 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />10.54 cfs <br />Depth: <br />1.32 ft f 1.62 ft <br />Top Width: <br />W 3.97 ft 4.87 ft <br />_..�_._..__.__. Velocity: <br />-- 4.01 fps <br />-VX- Section Area: <br />2.63 sq ft <br />.__. --- ...._._..._............ <br />Hydraulic Radius: <br />-- - <br />0.551 ft <br />Froude Number: <br />0.87 <br />Flow Derived from: <br />Drainage Area "D" (10 -Year) <br />W. Div. Ditch #1 (10- year): <br />Flow from 7.5% section: <br />Flow from coverfill SAE: <br />SEDCAD Utility Run <br />3.47 <br />4.44 <br />1.77 <br />0.86 <br />Total: 10.54 <br />Printed 01 -29 -2015 <br />TR -91 Volume XI, App. B -78 01/15 <br />