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SEDCAD 4.0 <br />Copynght 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Stocktank H <br />Material: Grass mixture <br />Trapezoidal Channel <br />1 <br />~ LeR Right Freeboard Freeboard Freeboard Limiting <br />Bottom Retardance <br />Width ft) Sideslope Sideslope Slope (%) Classes ° Mult. x Velocity <br />( Ratio Ratio ,, Depth (ft) to of Depth (VxD) (fps) <br />i 4.00 2.0:1 2.0:1 1.0 D, B B.0 <br /> Stability Stability <br />Class D w/o Class D w/ <br />Freeboard Freeboard Capacity Capacity <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Design Discharge: 0.09 ds ~ 0.09 cfs <br />Depth: 0.12 ft 0.37 ft <br />Top Width: 4.48 ft ~ S.aB R <br />Velocity: 0.18 fps ~ , 0.05 fps <br />X-Section Area: 0.50 sq R i 1.7fi sq R <br />Hydraulic Radius: 0.111 ~ 0.311 <br />Froude Number: 0.09 ~ 0.02 <br />Roughness Coefficient: 0.1930 1.3363 <br />• <br />• <br />SEDCAD Utility Run <br />Printed OS-27-1999 <br />