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 |