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USSD Rio Descoberto Dam - Sabino Freitas Correa-ENGL -

22nd US Society of Dams International Meeting Published - Rio Descoberto Dam - Rehabilitation Technique Permits to Keep Water Supply in Brasília - Brazil - Corrêa, Nelson, Corrêa Marianne, Sabino Freitas Correa, Soares,A., Viana,M.

22nd US Society of Dams International Meeting Published - Rio Descoberto Dam - Rehabilitation Technique Permits to Keep Water Supply in Brasília - Brazil - Corrêa, Nelson, Corrêa Marianne, Sabino Freitas Correa, Soares,A., Viana,M.

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internal drainage holes near the downstream face. Right after the conclusion of<br />

those works dam appearance was very good, without leakages at the downstream<br />

face and only some weak moisture spots could be observed at the upstream<br />

inspection gallery’s walls. The inspection gallery was clear and the foundation<br />

drains of the dam were operating well. Unfortunately, only three years after the<br />

conclusion of those works, the dam structure was worse than it was before.<br />

3 rd Intervention<br />

In 1993 the <strong>Descoberto</strong> <strong>Dam</strong> was confronted with several serious problems that<br />

continued to get worse. More than just the leaching horizontal planes at the<br />

downstream “E”, “I”, “G” and “O” block’s face with significant flow, the fissure<br />

problem had also been increased. At the leaching blocks, new percolating<br />

horizontal planes were observed. The inspection tunnel was flooded and full of<br />

carted material from the rock bottom drains.<br />

During the course of this intervention CAESB decided to adopt a new approach in<br />

order to reach the cause of those chronic problems. At this time was constituted a<br />

Consultant Committee, formed by the Professor Victor de Mello, Eng. Francisco<br />

Andriolo and Eng. Walton Pacelli. The committee ordered the collection of<br />

samples of inner inspection gallery drains sediment, dam’s concrete, reservoir and<br />

drain water analyses. Those analyses indicated the presence of pyrite on the<br />

concrete aggregate and foundations. The combination of the presence of that<br />

mineral with the action of acidic (pure) water, was contributing for the<br />

degeneration of the concrete structure of the <strong>Descoberto</strong> <strong>Dam</strong>. The main<br />

pathologies observed were pyrite reactions. The best solution was to implant an<br />

upstream waterproof barrier, avoiding the contact between the reservoir water and<br />

the body of the dam.<br />

The injection works were suspended and a 4.2 meter long pilot drive of the<br />

diaphragm secant piles wall was built for testing and experience purposes.<br />

Situation Analysis<br />

OWNER CONDITIONS<br />

After those three interventions without successful results, now with a deeper<br />

research of the problem developed by the committee, CAESB decided to fully<br />

rehabilitate the <strong>Descoberto</strong> <strong>Dam</strong>. Starting from the conclusions of the committee,<br />

observing the increase of the structural problems, CAESB started to search<br />

alternatives for the dam rehabilitation in order to bid the best options.

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