| Type | Gravity Floor on Permeable Foundation |
| Height of Barrage (from River Bed level) | 15 m |
| Silt excluder tunnels | Three (2.67mx3m each) located below the under sluice on intake side |
| Number of Gates | Seven Vertical Lift Gates – Five spillway Gates and Two under sluice gates |
projects
Jorethang Loop HEP
Salient Features
Project location
Barrage
HRT
| Shape in cross-section | Modified horseshoe |
| Length | 6867 m |
| Diameter | 7.10 m (Finished) |
| Lining | Fully concrete lined |
| Design discharge | 140.00 m3/sec. |
Surge Shaft
| Type | Restricted orifice type vertical |
| Diameter of Surge Shaft | 25.0 m |
| Height | 62 m |
Penstock
| Type and diameter | Steel lined of 6.0m dia bifurcating into two of 4.25m at power house end |
| Design discharge | 140.0 m3/sec |
| Total length | 315m |
Power House
| Type | Surface |
| Number of Units | Two (2) |
| Installed capacity | 96 MW |
| Machine Type | Vertical Axis Francis Turbine |
TRC
| Type | Tail Race Pool |
| Design Discharge | 140 m3/sec. |
Switchyard & Transmission
| Switchyard Type | Outdoor |
| Voltage/ Bus bars | 220 kV/ 11 kV |
| Transmission Line Type | Switchyard to Grid station at Melli, double circuit, 220 kV on same towers |
| Length | 10 km |