About Tailing Dams - Construction, Sealing And Stabilization - A Case History: Design Of A Gypsum Tailing Pond

The American Institute of Mining, Metallurgical, and Petroleum Engineers
George C. Toland
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
7
File Size:
962 KB
Publication Date:
Jan 1, 1971

Abstract

In 1950 the phosphate fertilizer market warranted the design and construction of a new fertilizer plant by Cominco at Kimberley, B.C. The initial rated capacity of the plant was 70,000 tons per year of high- grade ammonium phosphate. The plant was placed on-stream in 1953. One of the major problems in operating the fertilizer plant was the disposal of the gypsum tailings slurry which was a by-product of phosphoric acid manufacture. The original weight of dry tailings produced by the mill was 500 tons per day. This quantity increased over the years until a projected 2200 tpd was selected for the pond design described in this paper. The original gypsum tailing area was located south of the fertilizer plant and adjacent to the St. Mary's River. By 1965 the original disposal area had proven inadequate and Cominco's engineering staff had selected a 500 acre disposal site to the east of the plant.
Citation

APA: George C. Toland  (1971)  About Tailing Dams - Construction, Sealing And Stabilization - A Case History: Design Of A Gypsum Tailing Pond

MLA: George C. Toland About Tailing Dams - Construction, Sealing And Stabilization - A Case History: Design Of A Gypsum Tailing Pond. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1971.

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