Research Article
Transient Antiseepage Analysis of the Relief Well in Beijiang Dike
Table 1
Model hydraulic conductivity table.
| | Material | Dam body | Fine sand layer | Medium-coarse sand layer | Gravel layer |
| | Hydraulic conductivity K (cm/s) | 1.94 × 10−4 | 5.7 × 10−2 | 2.2 × 10−1 | 1.3 × 10−1 |
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