Experience in "TITAN" System Implementation

2010-2014, AMS in Dnister HPP

Engineering Ukrhydroproject
Working documentation BANCOMZVJAZOK
Equipment Roctest, Geokon, BANCOMZVJAZOK
Construction BU-1 Pryluky, BANCOMZVJAZOK
Project initiation 2010
AMS putting into operation 2014

HPP's main characteristics: 

Commissioning year 1983  
Established capacity
702 MW
Structures category
run-of-river, block
Number of generating units
Assumed pressure
40.5 m
Dam length
0.9 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;
  • Relative horizontal concrete constructions displacements;
  • Absolute horizontal constructions displacements;
  • Seepage water temperature.

AMS in Dnister HPP