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PERMFILE103730
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PERMFILE103730
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Entry Properties
Last modified
8/24/2016 9:57:11 PM
Creation date
11/24/2007 10:21:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
12/2/2004
Doc Name
2.05.5 Post-Mining Land Uses
Type & Sequence
PR10
Media Type
D
Archive
No
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West Elk Mine <br />Peng (1992) reports that the combined height of the zone of caving and fracturing ranges <br />• from 20 to 30 extraction thicknesses (20 to 30t), and that the height of the fractured zone is <br />greater for hard, strong rocks than it is for soft, weak rocks. As discussed in more detail in <br />Exhibit 60, Richard Dunrud has concluded that within the Apache Rocks and Box Canyon <br />mining areas, a more appropriate range is 15 to 20t. <br />The height of the zone of fracturing is a function of lithology and layer thickness, according to Peng <br />(1992}. For example, the zone of fracturing commonly is higher for strong, thickly-bedded, brittle <br />sandstones than it is for thinly layered, soft, plastic shales and claystones. Liu (1981), reports <br />ranges of heights of the zone of fracturing for various rock types as follows: <br />• Heights of 20 to 30 times coal extraction thickness (20 to 30t) are reported in strong brittle <br />rocks, such as siliceous sandstones and limestones; a value of 28t was reported for overburden <br />containing 70 percent sandstone. Also, because of hardness, fractures do not close as readily in <br />brittle rocks as they do in soft rocks during recompression. <br />• Heights of 9 to 11 times the coal extraction thickness (9 to l lt) aze reported where all the rocks <br />consist of soft, plastic shales and claystones. The fractures also commonly close again under <br />lateral vertical compression associated with static conditions, and become impermeable again. <br />Within the South of Divide mining area, fracturing will likely become discontinuous with increasing <br />height because of the alternating sequence of harder and brittle and softer and yielding rocks Due <br />. to the stratigraphic position of the E Seam, above the 170' to 250' thick Bowie Sandstone, the <br />proportion of soft yielding strata as compared to the hard brittle strata in the fractured zone is higher <br />than for the B Seam mining. The absence of the Bowie Sandstone in the fractured stratum and the <br />high percentage of softer rocks is best illustrated in the Cross-Sections A-A' through F-F'. The <br />height of the fracture zone, therefore, will likely be less, by possibly 10 to 20 percent, than the <br />height predicted for the Apache Rocks and Box Canyon mining areas because of the presence of <br />more shale. Steeply dipping fractures neaz the top of the caved zone, therefore, will likely become <br />less continuous with increasing height in the zone of fracturing. <br />Also, with increasing height in this zone, and as lateral and vertical constraints increase, <br />fracturing that could impact water-bearing zones will tend to occur more in zones of convex <br />upwazd curvature, along sepazated bedding planes towazd the center of the panel, and along local <br />cracks in zones of convex downward curvature (Figure 2, Exhibit 60B). Fracturing within the <br />expected zone of fracture may cease completely where soft shales and claystones occur as <br />alternating sequences with sandstones. <br />Mr. Dunrud has concluded that the maximum height of fracturing above longwall panels in the B- <br />Seam in the Apache Rocks mining azea is estimated to range from about 15 to 20 times the <br />extraction thickness (t) (for example, if t = 12 feet, the maximum fracture height would be 240 feet <br />at 20t) neaz the mid-range of 9 to 30 times coal extraction thickness. This estimate is viewed as <br />conservative by Mr. Dunntd because rocks above the B Seam and below the Marine Sandstone, that <br />underlies the D Seam, consist of about 150 to 200 feet of laminated sandstone and shale and sandy <br />shale and sandstone. <br /> <br />1.05-111 Revised November 2004 PRIG <br />
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