
| At a Glance | |
| Annual Report | |
| Achievements | |
| Financial Details | |
| Monthly Generation | |
| Generation &Sale | |
| Recruitment | |
| Power Scenario | |
| Reservoir Level | |
| R, M & U | |
| Training & Development |
|
Future Implementation |

Chiplima - B
The project will comprise the following works.
In addition to the above works, following modifications in the various structures of the existing The Project will comprise the following works :-
d . A forebay dam
with max. height of 27.5 m affording a live capacity of 7.00 Mcum.
e. A concreter
spillway designed for a maximum discharge of 1417 cumecs. This is to cater
for the simultaneous tripping of all machines at Chiplima-A and Chiplima-B.
The height of automatic gate is 2.2 m. The concrete spillway comprises
of 15 bays of 15 m each.
A power house at Chiplima-B integrated with forebay dam. The Power House
would accommodate Chiplima -A power station to maintain the same forebay
level at both Chiplima-A and Chiplima-B power houses for integrated operation
have been planned.
1) Strengthening/raising
of right bank of existing power channel from new forebay to Chiplima-A
power house.
2) Strengthening/raising of intake structure, sluice portion and providing
a plug wall in leading cut channel of Chiplima-A power station.