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SEDCAD 4 for Windows <br />lona _omn oma. t, i Q,h­. h <br />0 <br />Structure Detail; <br />�r`rurtr/rr� s%� (lV�ill� <br />Basin East <br />Basin West <br />�t1"llC1`u%FJ 7i`� 1 (JVUIIJ <br />Flows Basin West and Basin East <br />5'ln1C1. rc��`3 (l%'ri �tatc�c� C_l���orr(1l) <br />Station 0+00 to Station 0+32 (A J <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Bermuda grass <br />Left Right <br />Bottom R nce <br />Freeboard Freeboard Freeboard <br />Limiting <br />(%) <br />Width (ft) Ratio Ratio Sideslope Sideslope Slope Classes <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />15.20 cis <br />0.57 ft <br />(VxD) <br />15.20 cis <br />3.60 2.1:1 8.3:1 6.9 D, C <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />Structure #4 (Vegetated Channel <br />Station 0+32 to Station 1+18 (B) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Filename: CWD-1 to CWD-2.sc4 Printed 12-03-2015 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class C w/o <br />Freeboard <br />Capacity <br />Class C w/ <br />Freeboard <br />Design Discharge: <br />Depth: <br />15.20 cis <br />0.57 ft <br />0.87 ft <br />15.20 cis <br />0.68 ft <br />-- - - <br />10.65 ft <br />0.98 ft <br />-- <br />13.78 ft <br />---------------- <br />Top Width: 9.52 ft 12.65 ft <br />Velocity: <br />X -Section Area: <br />Hydraulic Radius: <br />4.08 fps <br />3.73 sq ft <br />0.387 ft <br />3.16 fps <br />4.82 sq ft <br />0.447 ft <br />Froude Number: <br />Roughness Coefficient: <br />1.15 <br />0.0507 <br />0.83 <br />0.0722 <br />Structure #4 (Vegetated Channel <br />Station 0+32 to Station 1+18 (B) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Filename: CWD-1 to CWD-2.sc4 Printed 12-03-2015 <br />