The canal, with a trapezoidal section, is represented in Figure 7, and the general data are shown in Table 1. The characteristics of the checkpoints, sluice-gates, pump stations and orifice offtakes are shown in Tables 2 and 3.
General canal features
| Pool number . | Pool length (km) . | Bottom slope (%) . | Side slopes (H:V) . | Manning's coefficient (n) . | Bottom width (m) . | Canal depth (m) . |
|---|---|---|---|---|---|---|
| I | 2.5 | 0.1 | 1.5:1 | 0.025 | 1 | 2.5 |
| II | 2.5 | 0.1 | 1.5:1 | 0.025 | 1 | 2.5 |
| Pool number . | Pool length (km) . | Bottom slope (%) . | Side slopes (H:V) . | Manning's coefficient (n) . | Bottom width (m) . | Canal depth (m) . |
|---|---|---|---|---|---|---|
| I | 2.5 | 0.1 | 1.5:1 | 0.025 | 1 | 2.5 |
| II | 2.5 | 0.1 | 1.5:1 | 0.025 | 1 | 2.5 |
Sluice-gate features (canal structures)
| Number of control structure or checkpoint . | Gate discharge coefficient . | Gate width (m) . | Gate height (m) . | Step (m) . |
|---|---|---|---|---|
| 0 | 0.61 | 5.0 | 2.5 | 0.6 |
| 1 | 0.61 | 5.0 | 2.5 | 0.6 |
| Number of control structure or checkpoint . | Gate discharge coefficient . | Gate width (m) . | Gate height (m) . | Step (m) . |
|---|---|---|---|---|
| 0 | 0.61 | 5.0 | 2.5 | 0.6 |
| 1 | 0.61 | 5.0 | 2.5 | 0.6 |
Pump station/orifice offtake features (canal structures)
| Number of control structure or checkpoint . | Discharge coef./diameter orifice offtake (m) . | Orifice offtake height (m) . | Lateral spillway height (m) . | Lateral spillway width (m)/discharge coefficient . |
|---|---|---|---|---|
| 0 | – | – | – | – |
| 1 | 0.6/0.77 | 1.0 | 2.3 | 10/1.99 |
| Number of control structure or checkpoint . | Discharge coef./diameter orifice offtake (m) . | Orifice offtake height (m) . | Lateral spillway height (m) . | Lateral spillway width (m)/discharge coefficient . |
|---|---|---|---|---|
| 0 | – | – | – | – |
| 1 | 0.6/0.77 | 1.0 | 2.3 | 10/1.99 |