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DCAD 4.0 <br />•M 1 OPP Camola .I CfMwah <br />Channel PM-2 Upper <br />Material: Grass mixture <br />Triangular Channel <br />Lefi Right <br />Retardance Freeboard Freeboard Freeboard Limiting <br />Velodty <br />sideslope sideslope Slope (%) Classes <br />~ Mult x <br />De [h (ft) % of Depth <br />p (VxD) fps) <br />( <br />Ratio <br />Ratio <br />3.0:1 3.0:1 5.0 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 />Freetx~ard -Capacty <br />Class B w/ <br />Freeboard <br />Design Discharge: 3.10 ds 3.10 cfs <br />Depth: 0.66 ft 1.66 ft 1.06 ft 2.06 ft <br />Top Width: 3.94 ft 9.94 ft 6.34 ft 12.34 ft <br />Velodty: 2.39 fps 0.93 fps <br />X-section Area: 1.29 sq ft 3.35 59 R <br />Hydraulic Radius: 0.312 0.501 <br />Froude Number:_ 0.74 0.22 <br />Roughness Coefficient: 0.0638 0.2264 <br /> <br /> <br />• <br />Printed 07-26-2002 <br />iCAD Utility Run <br />