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.
