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SEDCAD 4.0 <br />Copynght t99a Pamela J. Schwab <br />Civil $Ottware Design <br />• Prospect Ditch Sta. 15 to 52 :Q=3.9 <br />Material: Grass mixture <br />~ftom Sides ope Sideslotpe Slope(%) Retardance Freeboard Freeboard Freeboard Limiting <br />Width (ft) Ratio Ratio Classes Depth (ft) % of Depth Mult. x (VxD) Velocity (fps) <br />5.00 3.0:1 3.D:1 8.0 C, B 1.00 4.0 <br /> Stability <br />Class C w/o <br />Freeboard Stability <br />Uass C w/ <br />Freeboard Capacity <br />CIasS B w/o <br />Freeboard Capacity <br />lass B w/ <br />Freeboard <br />Depth: 0.36 ft 1.36 ft 0.55 ft 1.55 ft <br />Top Width: 7.15 ft 13.15 ft 8.32 ft 14.32 ft <br />Velocity: 1.79 fps 1.06 fps <br />x-Section Area: 2.17 sq h 3.68 sq k <br />Hydraulic Radius: 0.299 0.433 <br />Froude Number: 0.57 0.28 <br />Roughness Coefficient: 0.1048 0.2278 <br />• <br /> <br />SEDCAD Utility Run Printetl 09-23-1998 <br />