| Headworks | ||
| Diversion structure | Free Flow Weir with a Drop Intake | |
| Length of weir | 5m | |
| Weir crest elevation | EL 1160.79 msl | |
| Height of weir | 1.58 m | |
| Size of Drop Intake | 0.8 m width X 5 m length | |
| Depth of Intake | 0.5 m to 1 m | |
| Gravel Trap | ||
| Canal Type | Rectangular RCC Channel | |
| Dimension (width × height) | 1.4 × 1.4 – 1.9 m | |
| Bed Slope | 1:10 | |
| Length of Gravel Trap | 5m | |
| Particle to settle | 20 mm | |
| Desander | ||
| Type | Rectangular RCC | |
| Dimension (width × height) | 2.8 m × 2 – 2.5 m | |
| Length of effective basin | 24 m | |
| Length of Inlet Transition | 4.41 m | |
| Length of outlet Transition | 3.2 m | |
| Bed Slope | 1 in 50 | |
| Particle to settle | 0.20 mm | |
| Collection Pipe | ||
| Conveyance Length | 564.0 m | |
| Type | Mild Steel Welded Pipe | |
| Diameter | 0.514 m Internal dia. | |
| Thickness of Pipe | 6 mm | |
| Supports | S/M Support with Concrete cap | |
| Number of Anchor Blocks | 16 nos. |