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2008-01-16_APPLICATION CORRESPONDENCE - C2008086 (3)
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2008-01-16_APPLICATION CORRESPONDENCE - C2008086 (3)
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Last modified
8/24/2016 3:21:02 PM
Creation date
2/7/2008 3:18:14 PM
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Template:
DRMS Permit Index
Permit No
C2008086
IBM Index Class Name
Application Correspondence
Doc Date
1/16/2008
Doc Name
Preliminary Draft Environmental Impact Statement/Subsidence
Media Type
D
Archive
No
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DRAFT <br />Table 8. Maximum Vertical Subsidence (Smax) for Planned Red Cliff Mine Longwall Panels. <br />Panel Overburden Width/ Supercritical, Smax/m Smax Distance, from Panel <br />Width Depth Depth Critical or Subsidence Centerline Ribside <br />feet feet Ratio Subcritical Factor from to from to <br />(meters) (meters) (feet) Panel (feet) (feet) (feet) <br />800 200 4.000 Supercritical 0.810 0 +10 -400 -390 <br />(243.8) (61.0) (8.91) <br /> 500 1.600 Supercritical 0.810 0 +25 -400 -375 <br /> (152.4) (8.91) <br /> 1000 0.800 Subcritical 0.681 0 0 -400 -400 <br /> (304.8) (7.49) <br /> 1500 0.533 Subcritical 0.435 0 0 -400 -400 <br /> (457.2) (4.79) <br /> 2000 0.400 Subcritical 0.292 0 0 -400 -400 <br /> (609.6) (3.21) <br />900 200 4.500 Supercritical 0.810 0 +10 -450 -440 <br />(274.3) (61.0) (8.91) <br /> 500 1.800 Supercritical 0.810 0 +25 -450 -425 <br /> (152.4) (8.91) <br /> 1000 0.716 Subcritical 0.716 0 0 -450 -450 <br /> (304.8) (7.87) <br /> 1500 0.600 Subcritical 0.490 0 0 -450 -450 <br /> (457.2) (5.39) <br /> 2000 0.450 Subcritical 0.342 0 0 -450 -450 <br /> (609.6) (3.76) <br />1000 200 5.000 Supercritical 0.810 0 +10 -500 -490 <br />(304.8) (61.0) (8.91) <br /> 500 2.000 Supercritical 0.810 0 +25 -500 -475 <br /> (152.4) (8.91) <br /> 1000 1.000 Subcritical 0.747 0 0 -500 -500 <br /> (304.8) (8.22) <br /> 1500 0.667 Subcritical 0.549 0 0 -500 -500 <br /> (457.2) (6.04) <br /> 2000 0.500 Subcritical 0.396 0 0 -500 -500 <br /> (609.6) (4.36) <br />1100 200 5.500 Supercritical 0.810 0 +10 -550 -540 <br />(335.8) (61.0) (8.91) <br /> 500 2.200 Supercritical 0.810 0 +25 -550 -525 <br /> (152.4) (8.91) <br /> 1000 1.100 Subcritical 0.765 0 0 -500 -500 <br /> (304.8) (8.42) <br /> 1500 0.667 Subcritical 0.598 0 0 -500 -500 <br /> (457.2) (6.58) <br /> 2000 0.500 Subcritical 0.550 0 0 -500 -500 <br /> (609.6) (4.85) <br />Page 32 of 57 <br />
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