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SEDCAD+ CHANNEL DESIGN <br />OLD BONEYARD DIVERSION DITCH <br />• T <br />t <br />D <br />Z d <br />b <br />MATERIAL; GRASS MIXTURE <br />Li~+itin9 Variable: Velocity - 5.000 fps <br />STABILITY CAPACITY w/ FREER <br />CLRSS C CLRSS B (+ CLRSS <br />Dischargge = 2.20 cFs Depppth (d) __ 0.51 0.73 0.08 <br />Sideoslopes (Z) = 230 101(L) Velocityh (t) = 1.07 0.64 f1~s 3.06 <br />2.0.1(R) Hydraulic Radius = 0.39 0.52 ft <br />Bed Slope = 4.60 % Manning's n = 0.149 0.298 <br />Froude number = 0.29 0.15 <br />• <br />• <br />7-6-3-21 <br />