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
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. 

 AMS in Kaniv HPP