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
Project initiation 2010
AMS putting into operation   2014

HPP's main characteristics:

Commissioning year 1964                                         
Established capacity 369.6 MW
Structures category II

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.

AMS in Dniprodzerzhynsk HPP