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2008-03-21_PERMIT FILE - C1980007A (8)
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2008-03-21_PERMIT FILE - C1980007A (8)
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Last modified
8/24/2016 3:25:42 PM
Creation date
6/20/2008 11:15:08 AM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
3/21/2008
Section_Exhibit Name
Exhibit 60E Subsidence Evaluation for the South of Divide & Dry Fork Mining Areas
Media Type
D
Archive
Yes
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• Panel E9: Maximum tilt in this panel is predicted to range from 0.034 to 0.044 (3.4 and 4.4 <br />percent), where 12 feet of coal is mined and from 0.039 to 0.052 (3.9 to 5.2 percent) where 14 <br />feet of coal is produced. <br />Dry Fork Mining Area: Tilt above the five longwall panels (panels E2 to E6) extending into the Dry <br />Fork mining area is projected to range between 2.2 and 2.3 Sm/d for coal extraction thickness <br />ranging between 9 and 10 feet. These values are based on subsidence measurements at West Elk <br />Mine (Table 1, Figure 5). The overburden depth above the longwall panel centers ranges from 800 <br />to 1,400 feet (Table 3). <br />• Panels E2 to E6: Maximum tilt in these panels is projected to range from 0.011 to 0.0140 (1.1 to <br />1.4 percent) where 9 feet of coal is extracted and from 0.01 to 0.019 (1.0 to 1.9 percent) where <br />10 feet of coal is mined. <br />5.3.1.3 Maximum Horizontal Strain <br />Maximum positive horizontal strain (Em) measured at the West Elk Mine monitoring network ranges <br />between 1.1 and 1.4 times (Sm/d) (or 0.0058 and 0.0102-that is 0.58 and 1.0 percent); maximum <br />negative strain between -0.20 and -4.0 times (Sm/d) (or 0.0009 and 0.0307-0.09 to 3.0 percent) <br />(Table 1). The range of horizontal tensile strain in four different mine areas of the Western United <br />States studied by Dunrud is 0.45 to 3 (Sm/d). The curves projected for tensile and compressive <br />strain in the South of Divide mining area, based on the West Elk Monitoring Network and the <br />National Coal Board of the United Kingdom, are shown in Figure 5. <br />Maximum tensile and compressive strain is significantly greater above large barrier pillars and rigid <br />chain pillars and mine boundaries than it is above longwall mining faces. This is because tensile <br />strains caused by mining the two adjacent panels are additive above the common rigid chain pillars <br />or unyielding mine panel boundary pillars. Cracks tend to be wider and deeper rigidity (for example, <br />the large tension crack on the north side of Lone Pine Gulch). <br />The tensile strains obtained from the curves in Figure 5 are believed to be conservative for the <br />South of Divide and Dry Fork mining areas. Maximum horizontal tensile strains, measured by <br />Dunrud (2006, p. 10) in bedrock during annual observations in the Apache Rocks area (in hard <br />brittle sandstone, where the only strain is revealed by cracks), were 0.0031 to 0.0062 (0.31 to 0.62 <br />percent). These values are about 35 to 45 percent less than those shown in Table 1. The tensile <br />strain is considered to be close to a maximum value for those observed by Dunrud in the Apache <br />rocks area because 1) the features are located above the area if influence of a large solid coal <br />pillar, and 2) no greater strain was observed in the Apache Rocks mining area. <br />South of Divide Mining Area: Maximum tensile and compressive horizontal strains are calculated, <br />using the values obtained from the West Elk Mine area, and as projected in Figure 5 (Table 2). <br />These values are believed to be conservative, based on Dunrud's annual observations over the last <br />seven years in the Apache Rocks mining area. <br />• Panels E1 to E8: For these eight panels, projected horizontal tensile strain ranges from 0.004 to <br />0.022 (0.4 to 2.2 percent) where the planned coal extraction thickness is 8 feet; from 0.007 to <br />0.027 (0.7 to 2.7 percent) where the extraction thickness equals 12 feet; and from 0.007 to <br />0.039 (0.7 to 3.9 percent) where the extraction thickness equals 14 feet. <br />Horizontal compressive strain ranges from -0.004 to -0.024 (-0.4 to -2.4 percent) where the <br />extraction thickness equals 8 feet; -0.007 to -0.029 (-0.7 to -2.9 percent) where the thickness <br />equals 12 feet; and -0.007 to -0.042 (-0.7 to -4.2 percent) where it equals 14 feet (Table 2). <br />• Panel E9: Predicted horizontal tensile strain in this single panel ranges from 0.018 to 0.027 (1.8 <br />to 2.7 percent) where the coal extraction thickness equals 12 feet and 0.021 to 0.031 (2.1 to 3.1 <br />percent) where the extraction thickness equals 14 feet. Compressive strain this panel is <br />predicted to range from -0.018 to -0.029 (-1.8 to -2.9 percent) where the extraction thickness <br />equals 12 feet and -0.021 to-0.034 (-2.1 to -3.4 percent) where it equals 14 feet (Table 2). <br />Tetra Tech - 090717/P 10
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