| Case | Discharge (m3/s) | Upstream water level (m) | Downstream water level (m) | Height of Baffle (m) |
| 1 | 0.15 | 0.30 | 0.12 | X |
| 2 | 0.08 | |||
| 3 | ||||
| 4 | ||||
| 5 | ||||
| 6 | ||||
| 7 | ||||
| 8 | ||||
| 9 |