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•' Seam Longwall Subsidence Page ~ August 17, 1998 • <br />Table 6 (Cont). Maximum surface subsidence and horizontal strain predictions for multiple <br />adjacent longwall panel mining, assumin g that no gateroa d pillars are present. <br />Panel Virgin Panel Local Local Local Local Local Local Max Hori zontal Strain <br />Ident Ground Width Panel Panel Profile Max Six/ Tens. Strain Comp. Strain <br /> Yes or (ft) Depth Width/ Panel Sub Depth Factor Value Factor Value <br /> No (ft) Depth Corr. Sin x 106 +E (~E) -E (~lE) <br /> Ratio Factor (ft) <br /> <br /> Panel Group #9, #5 and #6 <br />Fina14 No 2220 1360 1.632 0.900 15.120 11116 0.65 7227 0.51 5670 <br />Fina15 No 677m 1160 1.914 0.900 19.490 12991 0.65 8119 0.51 6370 <br />Fina16 No 1000 2.220 0.900 13.770 13770 0.65 8950 0.51 7023 <br />E Side No 1500 1.980 0.895 15.215 10143 0.65 6593 0.51 5173 <br />E Side No 1500 1.980 0.895 15.215 10193 0.65 6593 0.51 5173 <br />E Side No 1500 1.480 0.895 13.157 8771 0.65 5701 0.51 9973 <br />E Side Yes 2000 1.110 0.870 11.359 5677 0.65 3690 0.53 3009 <br />E Side Yes 2000 1.110 0.870 11.197 5598 0.65 3639 0.53 2967 <br />E Side Yes 2000 1.110 0.870 10.889 5992 0.65 3537 0.53 2884 <br />E Side Yes 2500 0.888 0.820 8.856 3592 0.65 2302 0.60 2125 <br />W Side No 500 9.990 0.900 13.410 26820 0.65 17933 0.51 13678 <br />W Side No 1000 2.220 0.900 13.680 13680 0.65 8892 0.51 6977 <br />W Side No 1000 2.220 0.900 13.770 13770 0.65 8950 0.51 7023 <br />W Side Yes 1000 2.220 0.900 11.988 11988 0.65 7792 0.51 6119 <br />W Side Yes 1500 1.980 0.895 11.116 7911 0.65 9817 0.51 3780 <br />W Side Yes 2000 1.110 0.870 10.699 5329 0.65 3461 0.53 2822 <br />W Side Yes 2500 0.888 0.820 8.856 3592 0.65 2302 0.60 2125 <br />Start6 Yes 2520 0.881 0.818 8.839 3506 0.65 2299 0.62 2174 <br />Starts Yes 2530 0.873 0.819 8.791 3979 0.65 2223 0.63 2189 <br />Start4 Yes 2550 0.871 0.812 8.770 3439 0.65 2201 0.64 2201 <br />39 <br />