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• TABLE TR 90-06-8 (CONY) <br /> M3S DIVERSION DITCH SCHEDULE <br /> DITCH H-3 <br /> SEGMENT A-1 <br /> Design event 10 year - 24 hour <br /> Peak Discharge 24.45 cfs <br /> Ditch Slope 5 °~ <br /> Shape Trapezoid <br /> DESIGN SPECIFIC ATIONS <br /> Sideslopes 2:1 <br /> Depth 0.71 ft <br /> Bottom width 11 ft <br /> Top width 13.9 ft <br /> Velocity 5.0 ft <br /> Hydraulic radius 0.38 ft/s <br />• M <br />i <br />' 0 <br />035 <br /> ann <br />ng <br />s n . <br /> Froude number 1.42 <br /> Lining SOIL/ROCK <br /> Status Permanent <br />r1 <br />~J <br />Ex. 3-26(a 1) <br />