Research Article
Quantitative Inversion of Water-Inrush Incidents in Mountain Tunnel beneath a Karst Pit
Table 8
Calculation results based on geometric models.
| Basin number | 6 | 7 | 8 | 9 | 10 |
| Type | Cone | Truncated cone | Cone | Truncated cone | Cone | Truncated cone | Cone | Truncated cone | Cone | Truncated cone | Top radius of pit, R (m) | 151.4 | 151.39 | 186.0 | 186.00 | 98.9 | 98.85 | 119.0 | 119.02 | 209.6 | 209.59 | Bottom radius of pit, r (m) | | 2.00 | | 15.0 | | 1.0 | | 50.0 | | 15.0 | Actual rainwater accumulation, Q (m³/d) | 5979 | 5979 | 9004 | 9004 | 2545 | 2545 | 3697 | 3697 | 11450 | 11450 | Height of pit, H (m) | 35.1 | 35.13 | 37.0 | 37.0 | 21.5 | 21.5 | 25.0 | 25.0 | 21.5 | 21.4 | tan θ | 0.23 | 0.24 | 0.20 | 0.21 | 0.22 | 0.22 | 0.21 | 0.36 | 0.1 | 0.11 | Depth of rainwater accumulation, h (m) | 6.7 | 5.8 | 7.0 | 5.3 | 5.9 | 5.2 | 5.4 | 0.9 | 4.8 | 3.9 |
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