Location at | Slope | Manning’s n | Discharge | Ec | ||||
Existing | Design | Existing | Design | Existing | Design | Existing | Design | |
HR | 0.001 | 0.0012 | 0.049 | 0.02 | 4.351 | 18 | - | - |
17.52 km | 0.0012 | 0.001 | 0.073 | 0.03 | 3.355 | 17 | 0.77 | 0.94 |
26.9 km | 0.001 | 0.001 | 0.048 | 0.02 | 1.239 | 15 | 0.37 | 0.88 |
42.7 km | 0.0008 | 0.001 | 0.026 | 0.017 | 0.536 + 0.2** | 7.2 + 6.72* | 0.59 | 0.93 |
Canal conveyance efficiency | 0.17 | 0.77 |