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• <br />• <br />V-Ditch Design <br /> Ditch Grade Minimum Grade Maximum Grade Ri Ra Pea <br /> Min Max De th Veloci De th Veloci Dso Inch Flo <br /> C10 15.0% 15.0% 0.41 5.9 0.41 5.9 1.46 <br /> C11 7.0% 11.0% 0.66 5.6 0.61 ;'.iffis, 12 3.6 <br /> C12 7.0% 12.0% 0 84 . .. '6:5 0.76 `i3i€? 9 6.84 <br /> C13 7.0% 11.0% 0.39 3.9 0.36 4.6 0.86 <br />" C14 5.0% 50% Tra ezoidal Channel C-Gulch 37.37 <br /> C15 7.0% 11.0% 0.38 3.8 0.35 4.6 0.75 <br /> C16 2.0% 5.0% 1.98 6.2 1.66 ::6:::':=giT 9 35.35 <br /> C17 7.0% 11.0% 0.46 4.4 0.42 5.1 1.33 <br />«"' C18 33% 33% 0 68 1:2:3 0.68 12:3 9 8.25 <br />"' C19 25% 25% 0.21 4.9 0.21 4.9 0.29 <br /> C-20 7.0% 11.0% 0.40 4.0 0.37 4.7 0.93 <br /> C-21 7.0% 11.0% 0.34 3.6 0.31 4.2 0.59 <br /> C-22 7.0% 11.0% 0.91 6.9 0.84 _8~2. 9 8.37 <br /> C-23 7.0% 11.0% 0.94 7.0 0.87 iii:' i$4' 9 9.13 <br /> C-24 40.0% 40.0% 0.61 :12:6! 0.61 1515 21 6.8 <br />" Ri ra lined tra ezoidal channel in C-Gulch -See a es 8-17 - 8-19 <br />"' Line with unnite, concrete or other material to revent infiltration. <br /> <br />Ditch D1 Tra ezoidal Channel -See a e 8-11 <br /> D2 2% 10% 1.48 5.1 1.09 it8i31 9 16.41 <br /> E1 2% 2% 0.65 2.9 0.65 2.9 1.79 <br /> F1 2% 2% 0.46 2.3 0.46 2.3 0.70 <br /> F2 2% 2% 1.30 4.7 1.30 4.7 11.66 <br /> F3 2% 2% 191 fi0! 1.91 fif} 6 32.67 <br /> G1 2% 2% 0.47 2.4 0.47 2.4 0.75 <br /> G2 2% 2% 0.22 1.4 0.22 1.4 0.10 <br />Ditch SAE1 Deleted from Desi n <br /> SAE2 Deleted from Desi n <br />Ditch FG1 30% 30% 0.21 5.4 0.21 5.4 0.33 <br />Ditch GV81 28% 28% 0.16 4.3 0.16 4.3 0.16 <br /> GV82 17% 17% 0.15 3.2 0.15 3.2 0.11 <br /> GVB3 10% 10% 0.17 2.7 0.17 2.7 0.11 <br /> GV64 47% 47% 0.20 .....:::6:5 0.20 i65 6 0.35 <br /> GVB5 35% 35% 0.18 5.2 0.18 5.2 0.25 <br /> GV66 15% 15% 0.20 3.7 0.20 3.7 0.20 <br />Berm alon coal stock ile ad - flow in ditches B 30, 31, 32 <br /> Hei th Veloci Hei th Veloci <br /> 1 % 2% 1.00 2.8 0.87 3.6 4.00 <br />Berms Freeman Gulch <br /> 2% 4% 0.34 1.9 0.30 2.5 0.33 <br /> Provide ri ra unnite or concrete lined V-Ditch as <br /> necessa for erosion rotection. <br /> Ditches cut in rock will not re uire erosion rotection. <br />Flow de th in feet does not include 0.3 feet freeboard. <br />TR-027 EXH-8 - 29i - a/os <br />~} iyRobEQ 8~iz~o3 <br />