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V -Ditch Design <br />Ditch Grade <br />Minimum Grade <br />Maximum Grade <br />RipRap <br />Peak <br />Min <br />Max <br />Depth <br />Velocity <br />De th <br />Velocity <br />D50 Inch <br />Flow <br />C12 <br />7.0% <br />12.0% <br />0.84 <br />6.5 <br />0.76 <br />8.0 <br />9 <br />6.84 <br />C13 <br />7.0% <br />11.0% <br />0.39 <br />3.9 <br />0.36 <br />4.6 <br />0.86 <br />**-C14 <br />5.0% <br />50% <br />Trapezoidal <br />Channel C -Gulch <br />37.17 <br />C15 <br />7.0%1 <br />11.0% <br />0.38 <br />3.8 <br />0.35 <br />4.61 <br />0.75 <br />C16 <br />2.0% <br />5.0% <br />1.98 <br />6.2 <br />1.66 <br />8.7 <br />9 <br />35.15 <br />C17 <br />7.0% <br />11.0% <br />0.46 <br />4.4 <br />0.42 <br />5.1 <br />1.33 <br />* ** <br />C18 <br />33% <br />33% <br />0.68 <br />1,3 <br />0.68 <br />12,3 <br />9 <br />8.25 <br />C19 <br />25% <br />25% <br />0.21 <br />4.9 <br />0.21 <br />4.9 <br />0.29 <br />C -20 <br />7.0% <br />11.0% <br />0.40 <br />4.0 <br />0.37 <br />4.7 <br />0.93 <br />C -21 <br />7.0%1 <br />11.0% <br />0.34 <br />3.6 <br />0.31 <br />4.21 <br />0.59 <br />C -22 <br />7.0% <br />11.0% <br />0.91 <br />6.9 <br />0.84 <br />8.2 <br />9 <br />8.37 <br />C -23 <br />7.0% <br />11.0% <br />0.94 <br />7.0 <br />0.87 <br />8,4 <br />9 <br />9.13 <br />C -24 <br />40.0% <br />40.0% <br />0.61 <br />12.6 <br />0.61 <br />15.8 <br />21 <br />6.84 <br />** <br />Ri rap lined trapezoidal channel in C -Gulch - See pages 8 -17 - 8 -19 <br />* ** <br />Line with unnite, concrete or other material to prevent infiltration. <br />Ditch <br />D1 <br />Trapezoidal Channel - See page 8 -11 <br />D2 <br />2% <br />40% <br />1.48 <br />5.1 <br />0.84 <br />15,6 <br />12 <br />16.41 <br />D3 <br />20% <br />50% <br />0.70 <br />-7.3 <br />0.60 <br />104 <br />12 to 18 <br />10.57 t07.33 <br />D4 <br />2% <br />10% <br />0.35 <br />1.6 <br />0.36 <br />4.4 <br />1 0.42 <br />D5 <br />2% <br />2% <br />0.40 <br />2.0 <br />0.40 <br />2.0 <br />0.86 <br />D6 <br />2% <br />2% <br />0.36 <br />2.4 <br />0.36 <br />2.4 <br />0.46 <br />D7 <br />2% <br />2% <br />0.32 <br />2.5 <br />0.32 <br />2.5 <br />3.06 <br />D8 <br />2% <br />2% <br />0.33 <br />2.5 <br />0.33 <br />2.5 <br />3.11 <br />Ditch <br />E1 <br />2% <br />2% <br />0.64 <br />2.9 <br />0.64 <br />2.9 <br />1.79 <br />G1 <br />Renamed Ditch <br />D-4 <br />G2 <br />Deleted from Design <br />Ditch <br />SAE1 <br />Deleted from Design <br />SAE2 <br />Deleted from Design <br />Ditch <br />FG1 <br />30% <br />30%1 <br />0.21 <br />5.4 <br />0.21 <br />5.41 <br />0.33 <br />Ditch <br />JGVB1 <br />28% <br />28% <br />0.16 <br />4.3 <br />0.16 <br />4.3 <br />0.16 <br />GVB2 <br />17% <br />17% <br />0.15 <br />3.2 <br />0.15 <br />3.2 <br />0.11 <br />GVB3 <br />10% <br />10% <br />0.17 <br />2.7 <br />0.17 <br />2.7 <br />0.11 <br />GVB4 <br />47% <br />47% <br />0.20 <br />6,5 <br />0.20 <br />6,5 <br />6 <br />0.35 <br />GVB5 <br />35% <br />35% <br />0.18 <br />5.2 <br />0.18 <br />5.2 <br />0.25 <br />GVB6 <br />15% <br />15%1 <br />0.201 <br />3.7 <br />0.20 <br />3.7 <br />0.20 <br />GVB7 <br />10% <br />2% <br />0.301 <br />3.91 <br />0.43 <br />2.2 <br />0.60 <br />Berm along coal stock ile ad - flow in ditches B 30, 31, 32 <br />Height <br />Velocity <br />Height <br />Velocity <br />1% <br />2% <br />1.00 <br />2.8 <br />0.87 <br />3.6 <br />4.00 <br />Berms Freeman Gulch <br />2% <br />4% <br />0.34 <br />1.9 <br />0.30 <br />2.51 <br />0.33 <br />Provide ri rap, gunnite or concrete lined V--Ditch <br />as <br />necessary for erosion protection. <br />Ditches cut in rock will not require erosion protection. <br />Flow depth <br />in feet does <br />not include 0.3 feet freeboard. <br />MR -131 EXH. 8 -29i 07/12 <br />