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PERMFILE123352
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Last modified
8/24/2016 10:21:08 PM
Creation date
11/25/2007 11:25:42 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 60 Subsidence Evaluation for Apache Rocks Mining Area & Box Canyon Lease Tract
Media Type
D
Archive
No
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Subsidence Evaluation For <br />Exhibit 60 The Apache Rocks And The Box Canyon Mining Areas Page 16 <br />• model is shown in Figure 6. Considering that there was some F-Seam influence on the B-Seam <br />subsidence data, the actual subsidence measurements and subsidence profiles predicted by the <br />influence function model compaze favorably. <br />Baseline subsidence measurements in the current West Elk mining area were selected such that <br />subsidence parameters from longwall mining in the B-Seam were obtained with as little <br />influence from prior room-and-pillar mining as possible. In this way the longwall mining <br />subsidence parameters from the current West Elk mining azea could be used to most accurately <br />project longwall mining subsidence parameters into the Apache Rocks and the Box Canyon <br />mining areas. The baseline subsidence measurement selected for both conceptual modeling and <br />computer modeling was October 1991, which was before B-Seam longwall mining began and <br />aRer F-Seam room-and-pillaz mining was completed in the subsidence monitoring network area. <br />Once the computer program was calibrated to the West Elk Mine subsidence data, subsidence <br />was then projected into the Apache Rocks and the Box Canyon mining areas for the various <br />overburden depths in order to obtain an independent check on the subsidence projections based <br />on the conceptual model (Tableland Figure 6). Comparison of the author's conceptual model <br />and the influence function computer model of Peng and Luo show the following: <br />1. Subsidence above the chain pillars and panel centers of the computer model for the Apache <br />• Rocks mining area is approximately at the median point of the conceptual model data <br />presented for the eastern and western panels (Table 2 and Figures 7a and 7b). <br />2. Subsidence above the chain pillars and panel centers for the Box Canyon mining area also is <br />at about the median point of the conceptual model data for the first four panels (Table 3 and <br />Figure 7c). <br />3. Subsidence above chain pillars and panel centers of the computer model for the Box Canyon <br />mining area is less than the values predicted by the conceptual model data for panels 4 <br />through 6 (numbered from north to south). This difference is because the computer program <br />calculates that this thick overburden (as much as 2,300 feet beneath West Flatiron) will <br />subside into individual panels and that the chain pillars will support or partially support the <br />overburden. However, based on longwall mine subsidence experience in other coalfields in <br />the Western United States, it is estimated that panels 4 through 6 may, at least locally, behave <br />as a super panel of supercritical width. The chain pillars (assuming dimensions similar to the <br />current West Elk Mine longwall mining area) will yield and crush out afrer mining to <br />approximately 0.6 times the coal extraction thickness (the model actually shows this to some <br />extent). <br />4. The conceptual model subsidence prediction results are presented in ranges that make them <br />more conservative than the computer model results. The computer model results are close to <br />• the median values of the conceptual model. <br />831-032.181 Wright Water Engineers, Inc. <br />
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