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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />C~ <br />Structure Detai/; <br />Structure #26 jt/egetated Channel) <br />D86; upper sws <br />Material: Bermuda crass <br />Left Right <br />Retardance Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) <br />Classes Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />3.0:1 3.0:1 1.0 D, B 0.30 8.0 <br />• <br />Triangular Vegetated Channel Inputs: <br />Vegetated Channel Results: <br /> Stability <br />Class D w/o <br />Freeboard Stability <br />Class D w/ <br />Freeboard Capacity <br />Class 6 w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 3.17 ds 3.17 cfs <br />Depth: 0.93 ft 1.23 ft 1.55 ft 1.85 ft <br />Top Width: 5.57 ft 7.37 ft 9.27 ft 11.07 ft <br />Velocity: 1.22 fps 0.44 fps <br />X-Section Area: 2.59 sq R 7.16 sq R <br />Hydraulic Radius: 0.441 0.733 <br />Froude Number: 0.32 0.09 <br />Roughness Coefficient: ~ 0.0704 0.2735 <br />Structure #25 (Null <br />West Fil/ Ditch <br />Structure #24 (Null <br />West Fill Ditch <br />Structure #23 (Null] <br />West Fill Ditch <br />Structure #22 jNull~ <br />West Fill Ditch <br />Structure #21 /Null <br />• West Fil Ditch <br />Structure #20 (Null <br />16 <br />Filename: RevPond008new.snA Printed 02-27-2002 <br />