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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil SoMVare Design <br />Acess Road Channel 59+00 - 90+00 <br /> <br />Triangu/ar Channel <br />Material: Grass mixture <br />Left Right <br />Retardants Freeboard Freeboard Freeboa~ Limiting <br />Sideslope Sideslope Slope (%) <br />Classes Mult. x <br />Depth (ft) % of Depth Velodty <br />(fps) <br />Ratio Ratio (VxD) <br />3.0:1 3.0:1 0.2 D, B 0.50 5.0 <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: 2.30 cfs 2.30 cfs <br />Depth: 1.19 R ].69 R 2.10 ft 2.60 R <br />Top Width: 7.13 ft 10.13 R 12.58 R 15.58 R <br />Velocity: 0.54 fps 0.17 fps <br />X-Section Area: 4.24 sq ft ~ 13.18 sq R <br />Hydreulic Radius: 0.564 0.994 <br />Froude Number: 0.12 0.03 <br />Roughness Coefficient: 0.0837 0.3800 <br />• <br />• <br />SEDCAD Utility Run Printed 06-06.2003 <br />