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SEDCAD 4 for Windows <br />Copynaht t saa Pamela J. Schwab <br />Civil Sofhvare Design <br />• <br />Structure #17 (Nu//~ <br />west fil/ ditch <br />Structure #i6 (Null1 <br />west fill ditch <br />13 <br />Structure Detai/; <br />Structure #1 S (t/eoetated Channel1 <br />D53: SW s/ope <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Bermuda grass <br />Left Right <br />Bottom <br />Retardance Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) <br />Width (ft) <br />Classes Mult. x <br />Depth (ft) % of Depth Velocity <br />f <br />Ratio Ratio (VxD) ps) <br />( <br />6.00 3.0:1 3.0:1 3.0 D, B 0.30 8.0 <br />Vegetated Channel Results: <br />r~ <br />L_J <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: 41.06 ffs 41.08 ds <br />Depth: 0.93 ft 1.23 ft 1.41 ft 1.71 ft <br />Top Width: 11.57 ft 13.37 R 14.47 R 16.27 R <br />Velocity: 5.03 fps 2.84 fps <br />X-Section Area: 8.16 sq ft 14.45 sq ft <br />Hydraulic Radius: 0.667 0.968 <br />Froude Number: 1.06 0.50 <br />Roughness Coefficient: 0.0399 0.0888 <br />Structure #ZS (Riprap Channe%~ <br />D54; west sws, west fill <br />Trapezoidal Riprap Channel Inputs: <br />• <br />Material: Riprap <br />Filename: RevPOnd005.sc4 Printed 02-05-2002 <br />