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Appendix B <br />Summary Coal Mine Waste Disposal Area Ditches and Culverts <br />Ditch Grade <br />Minimum Grade <br />Maximum Grade <br />I RipRap <br />Peak <br />Min <br />Max <br />Depth <br />Velocity <br />Depth I Velocity <br />50 I nCh <br />Flo <br />Feet <br />Ft/Sec <br />Feet I Ft/Sec <br />I <br />cis <br />F1 <br />1 4.2%1 <br />4.2%1 <br />0.421 <br />4.31 <br />0.421 4.31 <br />1 6.73 <br />F2 <br />1 1.3%1 <br />1.3%1 <br />0.471 <br />2.61 <br />0.471 2.61 <br />1 517 <br />F3 <br />1 4.4%1 <br />4.4%1 <br />0.341 <br />3.81 <br />0.341 3.81 <br />1 3.83 <br />F4 <br />1 30.0%1 <br />30.0%1 <br />1.401 <br />14.01 <br />1.401 14.01 <br />241 <br />38.17 <br />F5 <br />1 2.0%1 <br />2.0%1 <br />0.391 <br />2.91 <br />0.391 2.91 <br />1 3.99 <br />F6 <br />1 1.1%1 <br />1.1%1 <br />0.401 <br />2.11 <br />0.401 2.11 <br />1 3.93 <br />F7 <br />1 2.0%1 <br />2.0%1 <br />ITrapezoidal <br />Channel <br />1 151 <br />37.95 <br />F7a <br />1 33.0%1 <br />33.0%1 <br />1.201 <br />13.91 <br />1.201 13.91 <br />241 <br />37.95 <br />F8 <br />1 4.6%1 <br />4.6%1 <br />0.371 <br />4.21 <br />0.371 4.21 <br />1 5.22 <br />F9 <br />1 30.0%1 <br />30.0%1 <br />0.101 <br />6.21 <br />0.101 6.171 <br />121 <br />1.40 <br />F10 <br />1 2.2%1 <br />2.2%1 <br />0.541 <br />3.71 <br />0.541 3.71 <br />1 9.63 <br />F11 <br />1 3.4%1 <br />3.4%1 <br />0.341 <br />3.41 <br />0.341 3.41 <br />1 3.56 <br />F12 <br />1 3.60/6 <br />3.6%1 <br />0.391 <br />3.81 <br />0.391 3.81 <br />5.03 <br />F13 <br />1 2.0%1 <br />2.0%1 <br />1.541 <br />6.31 <br />1.541 6.31 <br />22.28 <br />F14 2% <br />2.0%1 <br />2.0%1 <br />ITrapezoidal <br />Channel <br />1 91 <br />11.73 <br />F14 30% <br />26.0%1 <br />26.0%1 <br />ITrapezoidal <br />Channel <br />1 181 <br />11.73 <br />F15 <br />1 1.8%1 <br />1.8%1 <br />0.481 <br />2.71 <br />0.481 <br />2.741 <br />1 0.96 <br />IF 16 <br />1 10.0%1 <br />10.0%1 <br />1.301 <br />8.01 <br />1.301 <br />7.981 <br />181 <br />21.41 <br />IF 17 <br />1 1.0%1 <br />1.0%1 <br />0.681 <br />2.61 <br />0.681 <br />2.61 <br />1 2.14 <br />F18 <br />1 3.4%1 <br />3.4%1 <br />0.301 <br />3.11 <br />0.301 <br />3.11 <br />1 2.41 <br />F19 <br />1 2.9%1 <br />2.9%1 <br />0.501 <br />4.01 <br />0.501 <br />4.01 <br />1 8.88 <br />F20 <br />1 2.0%1 <br />2.0%1 <br />0.491 <br />3.31 <br />0.491 <br />3.31 <br />1 6.96 <br />F21 -1 <br />1 20.0%1 <br />30.0%1 <br />0.501 <br />7.51 <br />0.501 <br />7.51 <br />121 <br />11.09 <br />F21 -2 <br />1 30.0%1 <br />30.0%1 <br />0.901 <br />11.11 <br />0.901 <br />11.11 <br />181 <br />11.59 <br />F22 <br />1 1.0%1 <br />1.0%1 <br />0.561 <br />2.31 <br />0.561 <br />2.3 <br />1.08 <br />F23 <br />1 1.3%1 <br />1.3%1 <br />0.211 <br />1.71 <br />0.211 <br />1.71 <br />1 0.12 <br />East Div. <br />1 5.0%1 <br />32.0%1 <br />ITrapezoidal <br />Channel <br />1 0-18"1 <br />21.75 <br />W. Div #2 <br />1 4.0%1 <br />4.0%1 <br />0.401 <br />2.61 <br />0.401 2.61 <br />1 3.37 <br />W. Div #1 <br />1 3.5%1 <br />3.5%1 <br />0.811 <br />4.31 <br />0.811 4.31 <br />1 10.64 <br />Culvert: <br />F2130" <br />1 34.01 <br />F4 <br />I Deleted from design with TR -87 <br />Flow depth in feet does not include freeboard. <br />TR -87 App. B -2 03/14 <br />