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Seam Longwall Subsidence Page ~ August 17, 1998 • <br />Table 5 (Continued). Maximum surface subsidence and horizontal strain predictions for <br />single longwall panel mining. <br />Panel Virgin Panel Local Local Local Local Local Local Max Horizontal Strain <br />Loca- Ground Width Panel Panel Profile Max Sm,x/ Tens. Strain Comp. Strain <br />tion Yes or (ft) Depth Width/ Panel Sub Depth Factor Value Factor Value <br /> No (ft) Depth Corr. Sm,,, x 106 +E (~llE) -E (,UE) <br /> Ratio Factor (ft) <br />Panel #13 <br />Final No 690 1000 0.690 0.645 5.597 5547 0.72 3999 0.94 5219 <br />E Side No 195m 1500 0.927 0.385 3.927 2618 0.80 2094 1.65 9320 <br />W Side Yes 1500 0.427 0.385 3.638 2925 0.80 1990 1.65 4001 <br />W Side No 2000 0.320 0.227 2.565 1282 0.73 936 1.92 2461 <br />W Side No 2000 0.320 0.227 2.611 1306 0.73 953 1.92 2508 <br />W Side Yes 2000 0.320 0.227 2.492 1296 0.73 910 1.92 2392 <br />W Side Yes 2000 0.320 0.227 2.329 1164 0.73 850 1.92 2235 <br />Start Yes 1950 0.328 0.293 2.253 1155 0.74 855 2.05 2368 <br /> Panel #19 <br />Fi nal No 690 1000 0.690 0.695 9.902 9902 0.72 3529 0.99 9608 <br />E Side Yes 195m 1500 0.427 0.385 3.638 2425 0.80 1940 1.65 9001 <br />E Side No 2000 0.320 0.227 2.565 1282 0.73 936 1.92 2961 <br />E Side No 2000 0.320 0.227 2.611 1306 0.73 953 1.92 2508 <br />E Side Yes 2000 0.320 0.227 2.492 1296 0.73 910 1.92 2392 <br />E Side Yes 2000 0.320 0.227 2.329 1169 0.73 850 1.92 2235 <br />W Side No 1000 0.690 0.695 5.031 5031 0.72 3622 0.94 4729 <br />W Side No 1500 0.927 0.385 3.812 2541 0.80 2033 1.65 4193 <br />W Side No 2000 0.320 0.227 2.611 1306 0.73 953 1.92 2508 <br />W Side Yes 2000 0.320 0.227 2.247 1129 0.73 821 1.92 2158 <br />Start Yes 2285 0.280 0.179 1.563 684 0.69 972 2.05 1902 <br />29 <br />