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2011-02-14_PERMIT FILE - C1980007A (3)
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2011-02-14_PERMIT FILE - C1980007A (3)
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Last modified
12/13/2018 7:01:03 AM
Creation date
4/14/2011 9:10:05 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
2/14/2011
Doc Name
SUBSIDENCE EVALUATION
Section_Exhibit Name
Exhibit 60E Subsidence Evaluation for the South of Divide and Dry Fork Mining Areas
Media Type
D
Archive
Yes
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Subsidence Evaluation for the <br />Exhibit 60E South of Divide and Dry Fork Mining Areas Page 12 <br />thickness is 12 feet and from 1.4 feet (0.1t), where the extraction thickness is 14 <br />feet. <br />2. Maximum subsidence is projected to range from 8.4 to 9.6 feet (0.7 to 0.8t), <br />where extraction thickness is 12 feet, and 9.8 to 11.2 feet (0.7 to 0.8t), where the <br />extraction thickness is 14 feet. <br />Dly Fork Mining Area Overburden depth above the projected E -seam longwall centers ranges <br />from 800 to 1,800 feet. With a projected longwall panel width of 1,080 feet, and assuming that <br />the chain pillars (gate road pillars) are similar to those in longwall panel 17 of the Apache Rocks <br />mining area, maximum subsidence (vertical displacement Sm = a • t) is predicted as follows <br />(Table 3) for the Dry Fork area of panels E2 through E6: <br />• Panels E2 to E6: These panels trend roughly N80 1 W, and are generally subcritical (width -to- <br />depth ratio (W /d) ranges from 0.60 to 1.35). <br />1. Maximum vertical displacement above the chain pillars (S .,) is expected to range from <br />0.9 to 2.7 feet (0.1 to 0.3t) where the extraction thickness is 9 feet and 1.0 to 3.0 feet (0.1 <br />to 0.3t), where the extraction thickness is 10 feet. <br />2. Maximum vertical displacement (subsidence, % = a • t) is projected to range from 5.9 to <br />6.1 feet (0.6 to 0.8t) where the extraction thickness is 9 feet, and from 6.0 to 8.0 feet, <br />where the extraction thickness is 10 feet. <br />5.3.1.2 Maximum Tilt <br />Maximum tilt (M was calculated from differential vertical displacements at the West Elk Mine <br />monitoring network in terms of the ratio of maximum vertical displacement to overburden depth <br />(S in dimensionless units L /L) (Table 1 and Figure 5). Tilt values at West Elk Mine range <br />from 1.4 to 2.1 percent. Maximum calculated tilt ranges from about two to three times S (2 to <br />3•(S,,,/d)) at West Elk Mine. Maximum tilt in the South of Divide and Dry Fork mining areas is <br />projected to range from 2.2 to 2.3 S,,,/d. Maximum tilt in four different mining areas studied by <br />Dunrud in the Western United States ranges from 2.5 to 5•(S,,,/d). <br />South of Divide Mining Area As stated earlier in this report tilt above the eight longwall panels <br />(panels E1 to E8) and the single panel (E9) is projected to range between 2.2 and 2.3 S,,,/d for <br />coal extraction thickness ranging between 8 and 14 feet. These values are based on subsidence <br />measurements at West Elk Mine (Table 1, Figure 5). The overburden depth above the longwall <br />panel centers ranges from 400 to 1,425 feet (Table 2). <br />• Panels El to E8: Maximum tilt in these panels is projected to range from 0.007 to 0.037 <br />(0.7 to 3.7 percent) where 8 feet of coal is extracted, from 0.013 to 0.044 (1.3 to 4.4 <br />percent) where 12 feet of coal is mined, and from 0.013 to 0.064 (1.3 to 6.4 percent) <br />where a 14 -1oot thickness of coal is mined (Table 2). <br />I* <br />831 - 032.810 Wright Water Engineers, Inc. <br />
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