Table 5 PBMO computational performance during robustness testing
From: Groundwater remediation design using physics-based flow, transport, and optimization technologies
Run # | Starting locations for new wells (L,R,C) | Optimal locations (L,R,C) | Optimal cost ($K) | # Flow/transport iterations to optimal3 | CPU time to optimal (min)1,2 |
|---|---|---|---|---|---|
1 | (1,40,53) | (1,48,57) | 1,664.1 | 124 | 164.3 |
(1,40,73) | (1,52,61) | ||||
2 | (1,40,53) | (1,48,57) | 1,664.1 | 124 | 164.5 |
(1,63,73) | (1,52,61) | ||||
3 | (1,63,53) | (1,48,57) | 1,664.1 | 127 | 177.8 |
(1,40,73) | (1,52,61) | ||||
4 | (1,63,53) | (1,48,57) | 1,664.1 | 127 | 178.3 |
(1,63,73) | (1,52,61) | ||||
5 | (1,40,53) | (1,48,57) | 1,664.1 | 124 | 161.7 |
(1,63,53) | (1,52,61) | ||||
6 | (1,40,73) | (1,48,57) | 1,664.1 | 124 | 161.0 |
(1,63,73) | (1,52,61) |