Experience in "Titan" System Implementation
2008-2014, AMS in Dnister PSPP
| Engineering | Ukrhydroproject |
| Working documentation | BANCOMZVJAZOK |
| Equipment | Roctest, Geokon, BANCOMZVJAZOK |
| Construction | Enegroprom |
| Commissioning | BANCOMZVJAZOK |
| Project initiation | 2008 |
| AMS putting into operation | 2010 (the 1st hydraulic unit) |
| AMS putting into operation | 2014 (the 2nd hydraulic unit) |
PSPP's main characteristics:
|
Commissioning year |
2010 (the 1st hydraulic unit put into operation) |
|
Established capacity - all hydraulic units
- 1st hydraulic unit |
329 MW 2 947 MW (pumping mode) 2 268 MW (generator mode) 421 MW (pumping mode) 324 MW (generator mode) |
|
Class |
І |
|
Number of generating units |
7 |
|
Assumed pressure |
135,2 m |
|
Dams length of the upper pond |
7,3 km |
Monitored parameters:
- Vertical deformations (settlements) of the concrete constructions sections – on all sections;
- Vertical deformations (settlements) and foundation soil deformations, slopes and soil masses – on the controlled cross sections;
- Horizontal displacements and constructions deformations, slopes and soil masses in the specific critical places;
- Relative displacements of the concrete constructions’ neighboring sections;
- Seepage regime indications in the concrete constructions platform;
- Seepage regime indications in the platform and the soil structure body and in the soil masses;
- Indications of the critical units and constructions stress condition.
