Research Article
Operational Optimization of Large-Scale Parallel-Unit SWRO Desalination Plant Using Differential Evolution Algorithm
Table 2
The user’s demands for freshwater
(
).
| | Time | Demands for flash water (m3) | Time | Demands for flash water (m3) |
| | 1 | 1660 | 13 | 2525 | | 2 | 1520 | 14 | 2430 | | 3 | 1345 | 15 | 2300 | | 4 | 1370 | 16 | 2490 | | 5 | 1865 | 17 | 2765 | | 6 | 2235 | 18 | 3030 | | 7 | 2700 | 19 | 3095 | | 8 | 2830 | 20 | 2970 | | 9 | 2770 | 21 | 2655 | | 10 | 2555 | 22 | 2350 | | 11 | 2705 | 23 | 2085 | | 12 | 2640 | 24 | 1870 |
|
|
