Selection and substantiation of effective drainage protection of the gate works of the diversion tunnels of the Rogun hydroelectric station

Conclusions

• 1. The low permeability and high tectonic compressive stresses in the rock mass made it possible to locate the chamber-type underground structures in the upper pool of the dam under the reservoir bed. In connection with the poor effectiveness of plugging the rocks by grouting under such conditions, a well drainage curtain located on the upstream side of the grouting zone was used as the main measure on protecting the underground chambers from seepage.

• 2. The high effectiveness of investigating three-dimensional flow in three-dimensional electrolytic EHDA models with simplication of complex drainage devices in them by using the analytic solutions of appropriate fragments was shown.

• 3. As a result of investigating seepage in the foundation of the Rogun hydroelectric station the following main comparative characteristics were obtained:

  In the absence of drainage the linings of the gate hoisting chambers of the diversion tunnels will experience a pressure up to 2.50 MPa;

  With operation of just the main drainage system of the PHC this pressure decreases to 1.80 MPa;

  With the combined operation of the drainage systems of the PHC and gate works of the diversion tunnels the seepage pressure on the linings of the latter decreases to 0.08–0.32 MPa;

  With the operation also of the local borehole drainage of the hoisting chambers the pressure in the stretch of the boreholes decreases to 0.01 MPa;

  With the combined operation of the main drainage systems of the PHC and gate works of the PHC receives 12,300 m³/day of water and the drainage system of the gate works 7650 m³/day. Operation of the borehole drainage increases the seepage flow to the chambers negligibly, by about 300 m³/day.