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2014-10-10_PERMIT FILE - C1996083 (8)
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2014-10-10_PERMIT FILE - C1996083 (8)
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Last modified
8/24/2016 5:48:46 PM
Creation date
11/18/2014 12:47:53 PM
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
10/10/2014
Section_Exhibit Name
Volume IIIA Exhibit 15 Subsidence Prediction
Media Type
D
Archive
No
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2.3 GROUNDWATER <br />Total extraction (and, to a lesser extent, partial extraction) of coal seams causes <br />collapse, fracturing, bed separation and bedding plane slip in the roof strata above the <br />seam. All of these disturbances of the overlying strata can have a substantial impact on <br />ground water if a major aquifer is within reach of the disruption. The height of the disturbed <br />area depends on the thickness of the mined coal, the mining method, the rate of the mining <br />face advancement, and on the geological characteristics of the overburden. <br />The area of disturbance is generally divided into two or three zones, based upon the <br />extent of fracturing, as follows: <br />• zone of primary caving where the cave rock is completely disintegrated <br />• zone of secondary caving where a network of horizontal and vertical cracks <br />develops. <br />• zone of bed separation where separation occurs primarily along pre- existing <br />bedding planes. <br />The total thickness of first and second zones, where the changes of permeability are <br />substantial, typically reaches 3 to 3.5 times (Ropski and Lama, 1973) and rarely more than <br />10 times the height of the extracted seam (Wardell, 1970). <br />The height of the third zone, or the total height where changes in permeability due to <br />subsidence can occur, is described by various authors as 30t (where t is the fully extracted <br />seam thickness), 58t (Gviroman, 1977), 33.7t (Williamson, 1978) and 30t (Wardell, 1976). <br />The difference between indicated numbers is caused by variable geological <br />conditions. A ratio between brittle (sandstone) and plastic (claystone) rocks in the <br />overburden has an important impact on the fracture development. More plastic rock strata <br />tend to bend without fracturing. <br />The increase of permeability in the zones affected by subsidence can be <br />substantial. The magnitude of increase varies from about 10 to 230 times the pre- mining <br />values (Whittaker et al, 1979, Sikora, 1976, Neate and Whittaker, 1979). However, several <br />studies indicated that this increase is only temporary and close behind the mining face <br />there is an indication of increasing consolidation (40 meters behind the face of a longwall <br />panel (Whittaker, 1979)). <br />PR -14 -25- 03/14 <br />
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