Design of the Primary Crushing Plant

The American Institute of Mining, Metallurgical, and Petroleum Engineers
L. R. MacLead
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
3
File Size:
661 KB
Publication Date:
Jan 1, 1942

Abstract

Delivery of tailing to any part of the area by gravity from the ridge was found practicable. Experiments with asbestos-cement pipe proved it possible to use level pipe across the dams if it is fed through an inclined section in which pressure could be developed. Use of pipe to transfer the tailing to the dams was not favored because of the possibility that choking might occur. Metal flume was not believed to have sufficient wear resistance on this material and wooden flume would not withstand damage by the weather so well- Flume -action made- of 26-in diameter asbestos-cement pipe, split before curing and molded to a specified cross section, were finally approved. The flume is connected to the 24-in. diameter tail in distribution pipe by heavy concrete lateral launders. Cascades of horizontal and vertical pipe sections are used at the top of the pressure leg where scouring by high-velocity flow of tailing might occur.
Citation

APA: L. R. MacLead  (1942)  Design of the Primary Crushing Plant

MLA: L. R. MacLead Design of the Primary Crushing Plant. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1942.

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