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The dam is owned by the privately held company Magyar Alumínium ZRt (MAL - Hungarian Aluminum Co). The red mud is a highly caustic waste generated by the processing of bauxite in MAL's alumina plant in Ajka (Veszprém County).
The main component contained in the red mud is Fe2O3 (iron oxide - which gives it its characteristic red colour) at 40-45%. Other components are Al2O3, SiO2, CaO, TiO2, and Na2O, according to MAL.
On Oct. 5, 2010, Greenpeace took samples of the red mud to have them analyzed for any contaminants. The results were reported on Oct. 8 and Oct. 12, 2010: 110 mg/kg for arsenic, 1.3 mg/kg for mercury, 660 mg/kg for chromium (of which only 0.46 mg/kg for the highly toxic hexavalent chromium Cr-VI), 40 mg/kg for antimony, 270 mg/kg for nickel, and 7 mg/kg for cadmium.
On Oct. 12, 2010, Greenpeace also started measurements of the particulate matter in ambient air. First results obtained in Devecser for PM10 were in the 60 - 300 mikrogram per cubic metre range; the standard of 50 µg/m3 may be exceeded on 35 days per year only. The results for PM2.5 were 30 µg/m3.
The European Union has sent a group of five experts to assist Hungary. One of the experts is Pia Lindström , the person in charge of environment at the mining branch of Boliden , the Swedish company that in 1998, in a similar disaster at its Los Frailes mine in Spain, contaminated the surroundings of Doñana National Park and that has not paid a Euro for the repair of the damages. (El País Oct. 11, 2010)
On Oct. 11, 2010, Zoltán Bakonyi, chief executive officer of MAL was arrested, but released again on Oct. 13, 2010.
On Oct. 12, 2010, the company's management was taken over by the state.
In the morning of Oct. 14, 2010, an increase in the width of the cracks in the impoundment walls was observed.
"The dike failure was probably:
- Triggered by a shear failure in the dike at the seepage point located about 300 metres east of the northwestern corner of the impoundment, due to increased pore water pressures;
- Caused by separation of the north dike at the northwestern corner of the impoundment, and tensile fracturing in the easterly-displaced north dike segment; and
- was propagated by incremental eastern movement of the dike segment (west of the shear zone) where the fractured blocks in the northwestern corner of the dike were pushed out by the water in the impoundment causing the ultimate structural failure."
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