Process Considerations Before And After Failure Of The Omai Tailings Dam, August 19 To 24,1995

The Minerals, Metals and Materials Society
Robert R. Beebe
Organization:
The Minerals, Metals and Materials Society
Pages:
9
File Size:
425 KB
Publication Date:
Jan 1, 1998

Abstract

On the night of August 1'9-20, 1995, seepage was seen at the toe of the Omai tailings dam in Guyana. The mill was immediately shut down, and within two hours the flow, then mostly water, was diverted into an inactive mining pit nearby. At about the same time a second more serious break occurred at a point where water and solids could flow directly into the Omai River. By the time Ii coffer dam could be completed in the early morning of August 24, some 4.2 million cubic meters of tailings water and solids had escaped from the dam, of which nearly2.9 million cubic meters had reached the Omai River. This paper outlines some initial Process considerations and operational decisions which might have contributed to the dam's failure, describes how the Government of Guyana and the operator, Omai Gold Mines Limited, cooperated in dealing with immediate problems and shows how the Government set about investigating the accident. In particular, the paper details the work of a Process Review Committee comprising Guyanese and foreign experts convened to assess the gold processing and effluent management systems at Omai, and to recommend actions where appropriate.
Citation

APA: Robert R. Beebe  (1998)  Process Considerations Before And After Failure Of The Omai Tailings Dam, August 19 To 24,1995

MLA: Robert R. Beebe Process Considerations Before And After Failure Of The Omai Tailings Dam, August 19 To 24,1995. The Minerals, Metals and Materials Society, 1998.

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