Experience in "TITAN" System Implementaion
2010-2014, AMS in Dniprodzerzhynsk HPP
| Engineering | Ukrhydroproject |
| 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 | 1964 |
| Established capacity | 369.6 MW |
| Structures category | II |
| Class |
run-of-river with spillway dike |
| Number of generating units | 8 |
| Assumed pressure | 9.8 m |
| Dam length | 7.2 km |
Monitored parameters:
- Seepage back pressure force over the HPP’s bottom and spillway dam;
- Relative movements of the power house building blocks, spillway dam and sections of the right and the left bank of the abutments;
- Vertical deformations (settlements) of the HPP construction, spillway dam, 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.
