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Ditch Design <br />• <br />1. Ditch: 22-D1 <br />2. Description: Diversion ditch to collect runoff around pit <br />3. Grade of Ditch: 7B <br />4. Arna. Drained: 33 acres <br />5. Peak Discharge: 48(1.12)(1.25) = 67 cfs <br />6. Ditch Design <br /> Rxk lining <br /> n = .045 <br /> Use ditch w/"V" walls 1:2 slope <br /> A = 2D2; Wetted perimeter = P = 4.472D <br /> RH = A/P = .4472D <br /> ~ _ (1.49/n)(A)(Rh)2/3(5)1/2 <br /> Q = (1.49/.045)(2D2)(.4472D)2/3(.07)1/2 <br />• 4 = (66.2) (D2) (.58) (D2/3) (.26) <br /> ~ = 9.98 D8/3 <br /> 67/9.98 = D8/3 <br /> 6.71 = D2.67 <br />D = 2.67 6.71 <br />D = 2.04 feet deep <br />Pdd .5 foot freetoani <br />~btal ditch depth = 2.54 feet <br />• <br />