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<br />SEDCAD 4.0 <br />Copyright 1998 Pamela J Schwab <br />1 <br />Civil Software Design <br /> Stocktank L <br /> Material: Grass mixture <br /> Trapezoidal Channel <br />left <br />Bottom Right ~ Freeboard Freeboard Freeboard <br />Retardance I Limiting <br />Sideslope <br />Width (ft) <br />i Sideslope <br />R Slope (%) <br />Classes Depth (R) % of Depth Mult. x Velocity <br />Rat <br />o atio i (VxD) (fPs) <br />9.00 2.0:1 2.0:1 1.0 D, B 5.0 <br /> Stability Stability I <br />Class D w/o CIasS D w/ <br />Freeboard Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 0.29 ds 0.29 ds <br />Depth: 0.20 ft 0.53 ft <br />Top Width: 4.78 R ~ 6.11 ft I <br />Velocity: 0.34 fps 0.11 fps I <br />X-Section Area: 0.86 sq R ! 2.67 sq ft I <br />Hydraulic Radius: 0.177 i 0.420 <br />Froude Number: 0.14 0.03 <br />I <br />Roughness Coefficient: 0.1381 0.7678 <br />• <br />• <br />SEDCAD Utility Run <br />Printed 05-27-1999 <br />