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SEDCAD+ CHANNEL DESIGN <br />PRE LAW DIVERSION DITCH <br />T <br />z� d D <br />MATERIAL: GRASS MIXTURE <br />• <br />I <br />El <br />0 <br />7- 6 -3 -15 <br />Limiting <br />Uaviable: Uelocity <br />= 5.000 fps <br />STABILITY <br />CAPACITY w/ <br />FREE <br />CLASS C <br />CLASS B (+ <br />CLAS <br />Discharge = <br />1.21 cfs <br />Depth (a) <br />= 0.39 <br />8.39 <br />0.0 <br />Bottom Cb) = <br />5.g6 ft <br />Top width (t) <br />= 7.37 <br />7.37 <br />5.0 <br />Side .slopes (Z) = <br />3.0:1(L) <br />Uelocity <br />= 0.50 <br />1.46 fps <br />3.0:1(R) <br />Hydraulic Radius <br />= 1.33 <br />1.33 ft <br />Bed Slope = <br />4.00 X <br />Manning's n <br />= 0.284 <br />0.311 <br />Fvoude number <br />= 0.15 <br />0.14 <br />• <br />I <br />El <br />0 <br />7- 6 -3 -15 <br />