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• s • <br />SEDCAD+ CHANNEL DESIGN <br />DIVERSION M0, ~ AS-BUILT N STA. 5 + b8 <br />T <br />~ D <br />d <br />~- <br />N <br />(U <br />a <br />w <br />0 <br />J <br />MATERIAL; GRADED SILTS - COBBLES COLLOIDAL <br />LiMiting Variable; Velocity = 5.580 £ps <br />SediMent-laden Water <br />Discharge = b.35 c£s <br />Side slopes I2) = fi,B;llLy 5.5;1iR) <br />Bed Sloe = 0,38 <br />Manning s n = 0.830 <br />w/ Freeboard; <br />Depth (d7 = 0,91 tD = 1.317 £t <br />Topp width ~tl = 10,58 (T = 13.95E £t <br />Velocity = 1.38 £ps <br />Hydraulic Radius = 0.45 £t <br />Froude nu~ber = 8.34 <br />