Research Article
Limit Drainage of Separated Tunnel Based on Ecological Groundwater Table: A Case Study
Table 1
Infiltration coefficient of precipitation in different strata.
| Strata | Infiltration coefficient p |
| Silty clay | 0.01∼0.02 | Silt | 0.02∼0.05 | Mealy sand | 0.05∼0.08 | Fine sand | 0.08∼0.12 | Medium sand | 0.12∼0.18 | Coarse sand | 0.18∼0.24 | Round gravel (sand inclusion) | 0.24∼0.30 | Pebble (sand inclusion) | 0.30∼0.35 | Intact rock | 0.01∼0.10 | Relatively intact rock | 0.10∼0.15 | Relatively broken rock | 0.15∼0.18 | Broken rock | 0.18∼0.20 | Extremely broken rock | 0.20∼0.25 | Very weak karst development | 0.01∼0.10 | Weak karst development | 0.10∼0.15 | Karst medium development | 0.15∼0.20 | Karst development | 0.20∼0.50 |
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