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SEDCAD 4.0 <br />'I,....,.>ntir iooa_nnin v—t. t a,4... —k <br />East Clean Water Diversion (1.0 %)�10, Year Event <br />Material: Alluvial sifts colloidal <br />Triangular Channel <br />Sides <br />Left, <br />Sidope Slope ( %) MannlrKA n <br />Reeboard Freeboard Freeboard <br />Umiting <br />Velocity (fps) <br />Rat16 Ratio <br />Depth (ft) % of Depth Mult. x (VxD) <br />_ 1.24 ft 1.54 ft <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): 3.47 <br />W. Div. Ditch #1 (10- Year): 4.44 <br />Individual SWS: 0.88 <br />Total: 8.79 <br />SEDCAD Utility Run <br />Printed 11 -20 -2013 <br />1 <br />TR -91 Volume XI, App. B -73 10/14 <br />-:-W /o Freeboard ' ' w/. Freeboard <br />Design Discharge: <br />8.79 dS <br />Depth: <br />_ 1.24 ft 1.54 ft <br />Top Width: <br />Velocity; <br />3.71 ft 4.61 ft <br />3.83 fps <br />-- X ^Section Area: <br />L - <br />2.30 sq ft <br />Hydraulic Wus: <br />Froude Number: <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 />Individual SWS: 0.88 <br />Total: 8.79 <br />SEDCAD Utility Run <br />Printed 11 -20 -2013 <br />1 <br />TR -91 Volume XI, App. B -73 10/14 <br />