Research Article
Establishment and Application of Bed-Separation Water Inrush Coefficient Method Considering Water Resistance of Fractured Rock Mass
Table 1
Values of BWI-related factors at each sampling point.
| Sampling points | (MPa) | (m) | | |
| A1 | 2.78 | 119.774 | 18.858 | 18.997 | A2 | 2.761 | 121.818 | 19.128 | 18.875 | A3 | 2.746 | 123.425 | 19.378 | 18.767 | A4 | 2.768 | 120.75 | 18.829 | 18.922 | A5 | 2.75 | 122.759 | 19.135 | 18.805 | A6 | 2.737 | 124.304 | 19.411 | 18.699 | A7 | 2.755 | 121.842 | 18.799 | 18.839 | A8 | 2.739 | 123.791 | 19.146 | 18.73 | A9 | 2.726 | 125.248 | 19.45 | 18.628 | B1 | 3.019 | 77.908 | 20.419 | 19.315 | B2 | 2.963 | 82.763 | 20.607 | 18.905 | B3 | 2.898 | 88.448 | 20.76 | 18.539 | B4 | 3.102 | 68.009 | 20.08 | 19.796 | B5 | 3.014 | 75.583 | 20.285 | 19.449 | B6 | 2.925 | 83.201 | 20.39 | 19.213 | B7 | 3.191 | 57.792 | 19.726 | 20.319 | B8 | 3.065 | 68.571 | 19.983 | 20.001 | B9 | 2.95 | 78.299 | 20.078 | 19.832 |
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