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• SEDCAD 4 for Windows <br />c~...,.rm .noa .onm o~.si~.i e.e,.,~., <br />33 <br /> w/o Freeboard w/ Freeboard <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D60: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #34 (t/e4etated Channe/) <br />SEC, 11 COLLECTOR DITCH 2 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />• <br />Lek <br />Bottom Right <br />Retardance Freeboard Freeboard Freeboard Limiting <br />Width (R) Sideslope Sideslope Slope (Wo) Classes o <br />Depth (ft) /o of Depth Mult. z Velocity <br />f <br />Ratio Ratio (VxD) ps) <br />( <br />12.00 2.0:1 2.0:1 0.5 D, B 1.00 S.0 <br />Vegetated Channel Results: <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: 4.63 cfs 9.63 ds <br />Depth: 0.48 k 1.48 ft 1.02 ft 2.02 ft <br />Top Width: 13.92 R 17.92 k 16.08 R 20.08 ft <br />Velocity: 0.74 fps 0.32 fps <br />X-Section Area: 6.23 sq R 14.32 sq R <br />Hydraulic Radius: 0.941 R D.866 ft <br />Froude Number: 0.20 0.06 <br />Roughness Coefficient: 0.0820 0.2958 <br />Structure #33 (t/eaetated Channe/1 <br />SEC. 11 COLLECTOR DITCH 1 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />• <br />Filename: STSec21Ten24.030807,sc4 <br />Exh.7-20B-37 <br />Printed 03-09-2007 <br />Revision Date: 3/12/07 <br />RevisionNo.: PR-02 <br />