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• Revised Ditch Design <br />1. Ditch 22-D2 <br />2. Description: Diversion ditch around pit <br />3. Ditch Grade: 3.3% <br />4. Area drained: 23 acres <br />5. Peak discharge: 31(1.12)(1.25) = 43 cfs <br />6. Ditch Design: <br />* The peak discharge was assumed to be correct for the purposes <br />of the revised ditch design. <br />n = .030 <br />Use ditch w/"V" walls 2:1 slope See chart 1031.2-2 fi <br />From chart: 2' FB DT D = 1.28 <br />~• <br />* Depth for "V" DT w/2:1 S1 <br />* D = 1.71 feet <br />Add .5 feet freeboard <br />Use 2.21 feet deep <br />Calculations below <br />A=2D+2D2 V=7.4 fps <br />= 2.56 + 3.28 <br />= 5.84 <br />D = -~ <br />2 <br />= 5.84 <br />2 <br />= 1.71 <br /> <br />