Research Article
Back Analysis of the Permeability Coefficient of a High Core Rockfill Dam Based on a RBF Neural Network Optimized Using the PSO Algorithm
Table 6
Partial samples from the numerical simulation (m).
| Partition | Osmometer number | Hydraulic head (m) | 1 | 2 | 3 | 4 | | 48 | 49 | 50 |
| Core-wall | DB-C-P-27 | 645.44 | 645.54 | 645.66 | 645.59 | | 645.32 | 645.58 | 645.69 | DB-C-P-35 | 687.86 | 687.84 | 687.84 | 687.82 | | 687.81 | 687.82 | 687.85 | DB-C-P-43 | 731.13 | 730.96 | 730.81 | 730.83 | | 731.13 | 730.16 | 730.80 |
| Filter material I | DB-C-P-24 | 773.98 | 773.99 | 774.00 | 774.02 | | 774.01 | 774.02 | 773.99 | DB-C-P-33 | 773.96 | 773.97 | 773.98 | 774.01 | | 774.00 | 774.01 | 773.97 |
| Coarse rockfill material II | DB-C-P-21 | 774.00 | 774.00 | 774.01 | 774.02 | | 774.01 | 774.02 | 774.00 | DB-C-P-40 | 774.01 | 774.01 | 774.02 | 774.02 | | 774.02 | 774.02 | 774.01 |
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