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Ditch 7a <br />Manning's Equation <br />Flow In a Triangular Channel <br />Depth <br />D <br />1.2 <br />Feet <br />Width <br />W <br />0 <br />Feet <br />Slope <br />S <br />0.33 <br />Express as Decimal <br />Mannings "N" <br />N <br />0.04 <br />Express as Decimal <br />Side Slope <br />X <br />2 <br />Slope = X:1 <br />AREA= (W *D) +(X *D ^2)= <br />WETTED PERIMETER= (W) +2 *[((X *D) ^2 +D ^2)^0.51 <br />R= AREA/WETTED PERIMETER <br />V= (1.49/N) *(R ^.667) *(S ^.5) = <br />Q =AXV= <br />Q REQUIRED - Peak Discharge <br />Riprap Sizing - Ditch 7a <br />D50 = Size of Riprap <br />D50 = ((V X S ^.17)/7.58)) ^2 <br />D50 = Diameter in feet <br />V = Velocity <br />S = Slope <br />D50 = 2.30 feet <br />2.74 FEET "2 <br />5.23 FEET <br />0.52 <br />13.89 FT /SEC <br />38.04 CFS <br />37.95 CFS <br />28 inches Use 24" Rock <br />TR -81 App. B -39 10/13 <br />