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SEDCAD 4.0 <br />c~~„dim ~°°v o„~d~ I SrhweF <br /> <br />Pond 016: Emer ency Spillway -Crest 0.5% Slope <br />Material: Grass mixture <br />Trapezoidal Channel <br />Left Right <br />Bottom <br />Retardance Freeboard Freeboard Freeboard Limiting <br />sideslope sideslope Slope (%) <br />Classes <br />Width (ft) R <br />i Mult. x <br />Depth (ft) % of Depth Velocity <br />at <br />o Ratio (VxD) (fps) <br />20.00 3.0:1 3.0:1 0.5 D, B 1.00 4.0 <br /> Stability <br />Class D w/o <br />Freeboard stability <br />Class D w/ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 134.20 ds 134.20 cfs <br />Depth: 1.59 ft 2.59 ft 2.3s ft 3.3s ft <br />Top Width: 29.53 k 35.53 ft 34.09 ft 40.09 k <br />Velocity: 3.41 fps 2.11 fps <br />X-Section Area: 39.33 sq ft 63.s0 sq k <br />Hydraulic Radius: 1.309 1.822 <br />Froude Number: O.s2 0.27 <br />Roughness Coefficient: 0.0369 0.0744 <br /> <br />,r~ <br />u <br />SEDCAD Utility Run Printed 09-20-2006 <br />TR-56 13-SF~.3 Revised 09/06 <br />