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' Elk Creek Mine Subsidence Page 52 February 26, 2003 <br />' APPENDIX A. PREDICTED PANEL SUBSIDENCE AND STRAIN TABLES (Con' t) <br />• PANEL GROUP 3 (Con't) <br />' Table A47. Distance of vertical subsidence contours from open <br /> Panel #16 gateroad ribsides 110 <br />Table A48. Distance of maximum tensile and compressive strain <br /> contours from open Panel #16 gateroad ribsides. 112 <br />Table A49. Maximum Panel #17 vertical subsidence, tensile strain <br /> and compressive strain at selected locations. . 114 <br />' Table A50. Distance of vertical subsidence contours from open <br /> Panel #17 gateroad ribsides 116 <br />Table A51. Distance of maximum tensile and compressive strain <br /> contours from open Panel #17 gateroad ribsides. 118 <br />' <br />Table A52. Maximum Panel #18 vertical subsidence, tensile strain <br /> and compressive strain at selected locations. 120 <br />Table A53. Distance of vertical subsidence contours from open <br /> Panel #18 gateroad ribsides 122 <br />Table A54. Distance of maximum tensile and compressive strain <br /> contours from open Panel #18 gateroad ribsides. 124 <br />Table A55. Maximum Panel #19 vertical subsidence, tensile strain <br />' and compressive strain at selected locations. 126 <br />Table A56. Distance of vertical subsidence contours from open <br /> Panel #19 gateroad ribsides 128 <br />' <br />Table A57. Distance of maximum tensile and compressive strain <br /> contours from open Panel #19 gateroad ribsides. 130 <br />'• <br />'• <br />-52- <br />