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~~D~eam Longwall Subsidence Page 97 • August 17, 1998 <br />Table 10. Cumulative maximum vertical subsidence for Panel #7, Panel #6, Panel #9 and <br />from crushing of chain pillars between Panels #7 and #8 and between Panels #6 and #9. <br />Subsidence Subsidence <br />Predicted Source <br />Overburden <br />500-ft <br />Cover <br />Depth <br />Mining of <br />Panel #7 <br />Mining of <br />Panel #8 <br />Mining of <br />Panel #9 <br />Predicted Vertical Subsidence at Locations <br />Between Panel #9 Pillar Panel #8 Pillar <br />Panel #9 Center- Between Center- Between <br />& Panel Line Panels Line Panels <br />#10 9 & #B #8 & #7 <br />0.00-ft 0.00-ft 0.00-ft 0.00-ft 1.19-ft <br />0.00-ft 0.00-ft 1.19-ft 12.18-ft <br />0.52-ft 12.18-ft* 1.19-ft 0.00-ft <br />Panel #7 <br />Center- <br />Line <br />12.78-ft <br />1.19-ft 0.00-ft <br />0.00-ft 0.00-ft <br /> Pillar 0.00-ft 2.66-ft 2.66-ft 2.66-ft 2.66-ft 2.66-ft <br /> Crushing <br />Predicted Totals 0.52-ft 14.89-ft 5.09-ft 19.89-ft 7.98-ft 15.44-ft <br /> <br />1000-ft Mining of 0,00-ft 0.00-ft 0.00-ft 0,23-ft 1.61-ft 8.48-ft <br />Cover Panel #7 <br />Depth <br /> Mining of 0.00-ft 0.26-ft 1.78-ft 9.22-ft 1.78-ft 0.26-ft <br /> Panel #8 <br />Mining of 0.92-ft 8.77-ft 1.73-ft 0,25-ft 0.00-ft 0.00-ft <br />Panel #9 <br />Pillar 0.00-ft 3.37-ft 3.37-ft 3.37-ft 3.37-ft 3.37-ft <br />Crushing <br />Predicted Totals 0.92-ft 12.90-ft 6.88-ft 13.07-ft 6.76-ft 12.11-ft <br />47 <br />