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2009-01-15_REPORT - C1980007 (8)
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2009-01-15_REPORT - C1980007 (8)
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Last modified
8/24/2016 3:42:54 PM
Creation date
1/20/2009 2:28:00 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
1/15/2009
Doc Name
Fall 2008 Subsidence Monitoring Report
From
Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
TAK
Media Type
D
Archive
No
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Subsidence Prediction Based on Measurements <br />• Appendix A at West Elk Mine Page 4 <br />the 1NW, 2NW, and 3NW longwall panels at West Elk Mine (Figure Q as summarized in Table <br />1, Exhibit 60B (included herein). The projected range of maximum vertical displacements, for <br />the South of Divide mining area is shown in Table 2, Exhibit 60B (included herein). <br />South of Divide Mining Area: Overburden depth above the projected E-Seam longwall centers <br />ranges from 400 to 1,425 feet. With a projected longwall panel width of 1,080 feet, and <br />assuming that the chain pillars (gate road pillars) are similar to those in the Apache Rocks mining <br />area, maximum subsidence is predicted as follows: <br />Panels El to E8: These panels, which will trend roughly N80°W, will range in width <br />from subcritical to supercritical (width-to depth ratio (W/d) ranges from 0.76 to 2.7). <br />1. Maximum vertical displacement above the chain pillars (SAP) is expected to range <br />from 0.8 to 2.4 feet (0.1 to 0.3t) where the extraction thickness is 8 feet, 1.2 to 3.6 <br />feet (0.1 to 0.3t), where the extraction thickness is 12 feet, and from 1.4 to 4.2 feet <br />(0.1 to 0.3t), where the extraction thickness is 14 feet. <br />2. Maximum vertical displacement above the center of the mined panels is projected <br />to range from 4.8 to 6.4 feet (0.6 to 0.8t) where the extraction thickness is 8 feet, <br />from 7.2 to 9.6 feet, where the extraction thickness is 12 feet, and from 8.4 to 11.2 <br />feet (0.6 to 0.8t), where the extraction thickness is 14 feet. <br />• • Panel E9: This panel trends about N10°E and is of supercritical width. <br />1. Maximum vertical displacement above the chain pillars in this shallow <br />overburden is expected to range from 1.2 feet (0.1t), where the extraction <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 />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.. /d in dimensionless units L/L) (Figure D). Tilt values at West Elk Mine range from 1.4 to 2.1 <br />percent. Maximum calculated tilt ranges from about two to three times S,,,/d (2 to 3•(Sm/d)) at <br />West Elk Mine. Maximum tilt in the South of Divide mining area is projected to range from 2.2 <br />to 2.3 S,,,/d. Maximum tilt in four different mining areas studied by Dunrud (1984, p. 168) in the <br />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 />831-032.690 Wright Water Engineers, Inc.
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