Research Article
An Estimation Model for Hydraulic Conductivity of Low-Permeability and Unfilled Fractured Granite in Underground Water-Sealed Storage Caverns
Table 4
RMP model estimation results of ZK76.
| [m] | 1-RQD | 1-RID | AD | LPI | [m/d] |
| 35 | 0.36 | 0.25 | | 0.15 | | 45 | 0.33 | 0.18 | | 0.15 | | 55 | 0.30 | 0.14 | | 0.15 | | 65 | 0.18 | 0.11 | | 0.15 | | 75 | 0.23 | 0.11 | | 0.15 | | 85 | 0.31 | 0.11 | | 0.15 | | 95 | 0.19 | 0.08 | | 0.15 | | 105 | 0.18 | 0.08 | | 0.15 | | 125 | 0.20 | 0.08 | | 0.15 | | 135 | 0.14 | 0.08 | | 0.15 | | 155 | 0.13 | 0.08 | | 0.15 | | 165 | 0.11 | 0.08 | | 0.15 | | 175 | 0.15 | 0.08 | | 0.15 | | 185 | 0.24 | 0.08 | | 0.15 | | 195 | 0.14 | 0.10 | | 0.15 | | 205 | 0.23 | 0.10 | | 0.15 | |
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