Experience in "Titan" System Implementation

2003-2004, AMS in Kremenchuk HPP

Engineering Ukrhydroproject
Working documentation SV-Telecom
Equipment Roctest Telemac
Construction

BANCOMZVJAZOK, SV-Telecom

Commissioning BANCOMZVJAZOK
Project initiation 2003
AMS putting into operation 2004

 HPP's  main characteristics: 

Commissioning year 1959
Established capacity 632.9 MW
Structures category I
Class run-of-river with spillway dike
Number of generating units 12
Assumed pressure 13.6 m
Dam length 10.9 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.

AMS in Kremenchuk HPP