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SEDCAD+ CHANNEL DESIGN <br />OLD BONEYARD DIVERSION DITCH <br />4w <br />Discharge = <br />Bottom tb) _ <br />Side slopes (2) _ <br />Bed slope <br />�J <br />T <br />t <br />D <br />b <br />MATERIAL: GRASS MIXTURE <br />Limiting <br />Variable: Velocity <br />= 5.000 fps <br />STABILITY <br />CAPACITY <br />w/ <br />FREE <br />CLASS C <br />CLASS B <br />C+ <br />CLAS <br />2.20 cfs <br />Depth (d) <br />= 0.51 <br />0.73 <br />0.0 <br />3.00 ft <br />Top width (t) = <br />5.05 <br />5.90 <br />3.0 <br />2.0:1(L) <br />2.0:1(R) <br />Uelocity = <br />Hydraulic <br />1.07 <br />0.64 <br />fps <br />4. 00 % <br />Radius = <br />Mann i ng' s n = <br />0.39 <br />0.149 <br />0.52 <br />0.298 <br />ft <br />Froude number = <br />0.29 <br />0.15 <br />7- 6 -3 -21 <br />