Research Article
Waterflood Management Using Hybrid Approach of Streamline-Based Interwell Flux Information and Finite Volume Reservoir Simulation
Table 7
Water cut for individual wells with and without streamline-based flood management for the peripheral water drive case.
| Well name | Without flood management (end of 15 years) (%) | With flood management (end of 15 years) (%) | Without flood management (end of 27 years) (%) | With flood management (end of 27 years) (%) |
| VW1 | 65.1 | 62.7 | 74.1 | 71.8 | VW3 | 28.8 | 28.8 | 29.3 | 35.2 | VW6 | 44.5 | 43.9 | 66.9 | 59.0 | VW7 | 31.6 | 30.9 | 37.3 | 33.5 | HORW1 | 7.7 | 7.7 | 21.8 | 28.7 | HORW2 | 29.7 | 26.9 | 57.5 | 51.4 |
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