Research Article
An Estimation Model for Hydraulic Conductivity of Low-Permeability and Unfilled Fractured Granite in Underground Water-Sealed Storage Caverns
Table 1
Test results of boreholes in the study area.
| Borehole | Depth [m] | Index | Index | [m/d] |
| ZK61 | 31-41 | 6.899 | 0 | | 41-51 | 12.024 | 0 | | 51-61 | 7.584 | 0 | | 61-71 | 8.087 | | | 71-81 | 6.563 | | | 81-91 | 3.773 | | | 91-101 | 6.543 | | | 101-111 | 2.386 | | | 111-121 | 2.972 | 7.41×10-3 | | 121-131 | 1.791 | 0 | | 131-141 | 5.685 | | | 151-161 | 3.394 | | | 161-171 | 3.187 | | | 171-181 | 6.429 | | | 181-191 | 3.696 | | | 191-201 | 2.851 | | | 201-211 | 8.035 | | |
| ZK69 | 33-43 | 5.592 | | | 42-52 | 6.761 | | | 51-61 | 5.254 | | | 60-70 | 5.367 | | | 69-79 | 2.826 | | | 78-88 | 6.147 | | | 87-97 | 8.933 | | | 96-106 | 5.094 | | | 105-115 | 7.738 | | | 114-124 | 10.473 | | | 123-133 | 5.895 | | | 132-142 | 3.958 | 0 | | 141-151 | 0.633 | 0 | | 150-160 | 4.931 | 0 | | 159-169 | 1.185 | | | 168-178 | 2.713 | | | 177-187 | 4.574 | | | 186-196 | 8.045 | | | 195-205 | 8.279 | | | 204-214 | 1.404 | | | 213-223 | 4.096 | | |
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