A particular steady state is the initial condition for the canal. The total flow is 110 L/s through G1, and weirs 1, 2 and 3 are not operative, only W4 works. Table 12 shows the water level measurements, which were measured manually, and the flow rate at particular points at initial time. The water level upstream from G1 and the height of the gate opening were shown in Table 10.
Initial conditions (water level at particular points)
| Checkpoint . | Initial water level (m) . | Flow (m3/s) . |
|---|---|---|
| 1 (L4) | 0.758 | 0.110 |
| 2 (L6) | 0.730 | 0.110 |
| 3 (L8) | 0.689 | 0.110 |
| 4 (L10) | 0.644 | 0.110 |
| 5 (L11) | 0.604 | 0.110 |
| Checkpoint . | Initial water level (m) . | Flow (m3/s) . |
|---|---|---|
| 1 (L4) | 0.758 | 0.110 |
| 2 (L6) | 0.730 | 0.110 |
| 3 (L8) | 0.689 | 0.110 |
| 4 (L10) | 0.644 | 0.110 |
| 5 (L11) | 0.604 | 0.110 |