Tailing Pond Design

The American Institute of Mining, Metallurgical, and Petroleum Engineers
F. Windolph
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
3
File Size:
341 KB
Publication Date:
Jan 11, 1961

Abstract

There are no hard and fast rules for building tailing dams, and each case has to be analyzed individually because of special conditions encountered at each location. Certain criteria are used for building dams at Climax, Colo., where they must be placed in rather steep mountain valleys on foundations that are practically impermeable. The tailing is relatively coarse, and a coarse fraction stays near the berm where it is deposited, while most of the fines flow with the water to the pool. Thirty years experience has led to certain design for toe dams, decanter lines and towers and tailing dams. A new tailing disposal area, started at Climax in 1958, will ultimately have a height of 495 ft and impound about 300 million tons. The following applies to the construction of this new tailing area.
Citation

APA: F. Windolph  (1961)  Tailing Pond Design

MLA: F. Windolph Tailing Pond Design. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1961.

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