Research Article
Experimental Study on Impermeability Law of Aquiclude Reconstructed by Mudstone of External Dump in Arid Zone
Table 5
Transient head-time-seepage flow relationship.
| Number | Transient head/cm | Time/h | Seepage flow/m3 | 5 cm | 10 cm | 20 cm | 5 cm | 10 cm | 20 cm | 5 cm | 10 cm | 20 cm |
| 1 | 15.4 | 13.8 | 10.5 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | 12.1 | 10.7 | 9.0 | 50.6 | 48 | 29.5 | 0.0018 | 0.0021 | 0.0008 | 3 | 10.5 | 8.5 | 7.7 | 101.3 | 105 | 59.14 | 0.0034 | 0.0042 | 0.0017 | 4 | 9.4 | 6.7 | 7.1 | 152 | 151 | 88.7 | 0.0048 | 0.0058 | 0.0024 | 5 | 8.6 | 5.4 | 6.5 | 202.6 | 196 | 108.42 | 0.0061 | 0.0072 | 0.0030 | 6 | 7.8 | 4.2 | 5.1 | 253.3 | 250 | 138 | 0.0074 | 0.0086 | 0.0037 |
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