Research Article
Evaluation of Water Inrush Risk in Deep Mines Based on Variable Weight and Unascertained Measure Theories and GIS
Table 2
The normalization of original data of boreholes.
| Borehole number | Mining depth | Dip angle of coal seam | Thickness of water-resisting strata | Water pressure | Fault intensity index |
| 1 | 0.475 | 0.800 | 0.158 | 0.942 | 0.315 | 2 | 0.244 | 0.700 | 0.580 | 0.904 | 0.933 | 3 | 1.000 | 0.700 | 0.000 | 1.000 | 0.784 | 4 | 0.453 | 0.800 | 0.504 | 0.904 | 0.784 | 5 | 0.427 | 0.800 | 0.550 | 0.904 | 0.627 | 6 | 0.669 | 0.550 | 0.585 | 1.000 | 0.784 | 7 | 0.274 | 0.550 | 0.353 | 0.769 | 0.160 | 8 | 0.860 | 0.300 | 0.582 | 1.000 | 0.794 | 9 | 0.529 | 0.300 | 0.481 | 0.558 | 0.806 | 10 | 0.230 | 0.800 | 0.352 | 0.308 | 0.628 | 11 | 0.087 | 0.800 | 0.536 | 0.558 | 0.471 | 12 | 0.657 | 0.300 | 0.991 | 0.346 | 0.854 | 13 | 0.980 | 0.850 | 0.818 | 0.942 | 0.941 | 14 | 0.436 | 0.300 | 0.909 | 0.192 | 1.000 | 15 | 0.347 | 0.300 | 0.600 | 0.885 | 0.784 | 16 | 0.000 | 0.450 | 0.451 | 0.885 | 0.315 | 17 | 0.830 | 0.800 | 1.000 | 0.365 | 0.627 | 18 | 0.742 | 0.050 | 0.843 | 0.000 | 0.627 | 19 | 0.307 | 0.550 | 0.111 | 0.788 | 0.471 | 20 | 0.860 | 0.300 | 0.949 | 0.519 | 0.160 | 21 | 0.713 | 0.300 | 0.957 | 0.288 | 0.785 | 22 | 0.282 | 0.700 | 0.574 | 0.942 | 0.627 | 23 | 0.977 | 0.850 | 0.476 | 1.000 | 0.471 | 24 | 0.989 | 0.850 | 0.727 | 1.000 | 0.785 | 25 | 0.104 | 0.400 | 0.381 | 1.000 | 0.938 | 26 | 0.810 | 0.750 | 0.553 | 0.750 | 0.627 | 27 | 0.540 | 0.650 | 0.516 | 0.769 | 0.938 | 28 | 0.082 | 0.000 | 0.049 | 0.769 | 0.785 | 29 | 0.472 | 1.000 | 0.424 | 0.750 | 0.769 | 30 | 0.604 | 0.800 | 0.295 | 0.904 | 0.785 | 31 | 0.195 | 0.900 | 0.255 | 0.904 | 0.000 | 32 | 0.657 | 0.900 | 0.291 | 0.904 | 0.471 | 33 | 0.974 | 0.550 | 0.365 | 0.212 | 0.159 | 34 | 0.493 | 0.800 | 0.018 | 0.769 | 0.316 | 35 | 0.955 | 0.550 | 0.318 | 0.769 | 0.785 |
|
|