Experience in "TITAN" System Implementation

2010-2014, AMS in Dnipro 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             1934 (HPP-1), 1981 (HPP-2)   
Established capacity 1513.1 MW
Structures category I
Class barrage power station with spillway dike
Number of generating units    18
Assumed pressure 34.3 m
Dam length 0.6 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, fixed dam and switch board wall;
  • Vertical deformations (settlements) of the HPP construction, spillway dam, fixed dam and switch board wall;
  • Total seepage flow through the structures;
  • Pressure damping of water seals;
  • Absolute horizontal constructions displacements;
  • Vertical displacement of dam's body on the gallery level;
  • Vertical displacement on the concrete jointing and rock mass rating;
  • Horizontal displacement on the concrete jointing and rock mass rating;
  • Horizontal slope of control cross section on the dam height;
  • Relative strain of dam's mass concrete;
  • Relative strain of the rock mass in the dam base;
  • Seepage water temperature;
  • Drop and wear jet duty of water from the seepage sources.
AMS in Dnipro HPP