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<br />Revised Ditch Design <br />1. Ditch: 15-D3 <br />2. Description: Diversion Ditch <br />3. Ditch Grade: 3% <br />4. Area Drained: 39 acres <br />5. Peak Discharge: 50 (1.12)(1.15) = 64.4 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 />~• <br />Use ditch w/"V" walls 2:1 slope <br />From chart 2' FB DT w/2:1 D = 1.57 <br />Depth for "V" DT w/2:1 SL <br />D = 2.01 feet <br />See chart 1031.2-2 fi <br />Calculations below <br />A = 2D + 2Dz V = 8.0 fps <br />= 3.14 + 4.93 <br />= 8.07 <br />D =~ A - <br />2 <br />2 <br />= 2.01 <br />Use 7_.51 feet deep with 0.5 freeboard <br />i~ <br />