Research Article
An Estimation Model for Hydraulic Conductivity of Low-Permeability and Unfilled Fractured Granite in Underground Water-Sealed Storage Caverns
Table 3
HC model estimation results of ZK76.
| [m] | 1-RQD | DI | 1-GCD | LPI | [m/d] |
| 35 | 0.36 | 0.840 | 1.0 | 0.150 | | 45 | 0.33 | 0.795 | 1.0 | 0.150 | | 55 | 0.3 | 0.749 | 1.0 | 0.150 | | 65 | 0.18 | 0.703 | 1.0 | 0.150 | | 75 | 0.23 | 0.658 | 1.0 | 0.150 | | 85 | 0.31 | 0.612 | 1.0 | 0.150 | | 95 | 0.19 | 0.566 | 1.0 | 0.150 | | 105 | 0.18 | 0.521 | 1.0 | 0.150 | | 125 | 0.2 | 0.429 | 1.0 | 0.150 | | 135 | 0.14 | 0.388 | 1.0 | 0.150 | | 155 | 0.13 | 0.292 | 1.0 | 0.150 | | 165 | 0.11 | 0.247 | 1.0 | 0.150 | | 175 | 0.15 | 0.201 | 1.0 | 0.150 | | 185 | 0.24 | 0.155 | 1.0 | 0.150 | | 195 | 0.14 | 0.110 | 1.0 | 0.150 | | 205 | 0.23 | 0.064 | 1.0 | 0.150 | |
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