Experience in "TITAN" System Implementation
2010-2014, AMS in Kaniv HPP
| Engineering | Ukrhydropro |
| Working documentation | BANCOMZVJAZOK |
| Equipment | Roctest, Geokon, BANCOMZVJAZOK |
| Construction | BU-1 Pryluky, BANCOMZVJAZOK |
| Commissioning | BANCOMZVJAZOK |
| Project initiation | 2010 |
| AMS putting into operation | 2014 |
HPP's main characteristics:
| Commissioning year | 1972 |
| Established capacity | 472 MW |
| Structures category | II |
| Class | run-of-river, block |
| Number of generating units | 24 |
| Assumed pressure | 7.3 m |
| Dam length | 16.5 km |
Monitored parameters:
- Seepage back pressure force over the HPP’s bottom;
- Relative movements of the power house building blocks, and sections of the right and the left bank of the abutments;
- Vertical deformations (settlements) of the HPP construction, abutments, ground adjoinings and dams;
- Total seepage flow through the structures;
- Pressure damping of water seals;
- Seepage regime (depression curves) in the body of ground dams, adjoinings and their foundations.
- Absolute horizontal constructions displacements.
