浸出液温度对堆浸结构砂质排水层渗透性的影响

Q4 Earth and Planetary Sciences
M. Amini
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引用次数: 0

摘要

在铜堆浸结构中,矿石被酸性溶液浸出。矿石溶解后,用排水系统(由穿孔聚乙烯管网和砾石排水层组成)将矿石堆排到酸性溶液中,然后转移到浸出厂进行铜提取,在那里铜被提取出来,剩余的溶液滴在矿石堆上进行再浸出。在此过程中,酸性溶液与氧化铜矿之间的反应是放热的,从浸出堆中排出的孕浸液(PLS)的温度高于滴出的酸性溶液。PLS温度的变化会引起黏度和密度的变化,从而影响砂砾质泄水层的渗透率。本研究设计了一种特殊的渗透性测量系统,用于测定PLS温度变化对堆淋结构砂质排水层渗透系数的影响。该系统由耐热酸元件和热电偶组成,控制PLS温度,有助于测量砾石排水层的渗透系数。本研究采用了Sarcheshmeh铜矿1号堆浸结构的PLS和砾质排水层。在3°C至60°C的温度范围内,测量了砾石土对PLS和纯水的渗透系数。此外,在这些温度下测量了PLS和纯水的粘度和密度,并利用现有的理论关系计算了砾石的渗透系数。实验结果与理论结果的比较表明,两组结果具有很好的一致性。最后,以伊朗亚兹德的塔夫脱堆浸结构为例进行了研究,并在此基础上设计了该堆浸结构的砾石排水层。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of Pregnant Leach Solution Temperature on the Permeability of Gravelly Drainage Layer of Heap Leaching Structures
In copper heap leaching structures, the ore is leached by an acidic solution. After dissolving the ore mineral, the heap is drained off in the acidic solution using a drainage system (consisting of a network of perforated polyethylene pipes and gravelly drainage layers) and is, then, transferred to the leaching plant for copper extraction where the copper is extracted and the remaining solution is dripped over the ore heap for re-leaching. In this process, the reaction between the acidic solution and copper oxide ore is exothermal and the pregnant leach solution (PLS), which is drained off the leaching heap, has a higher temperature than the dripped acidic solution. The PLS temperature variations cause some changes in the viscosity and density which affect the gravelly drainage layer's permeability. In this research, a special permeability measuring system was devised for determining the effects of the PLS temperature variations on the permeability coefficient of the gravelly drainage layer of heap leaching structures. The system, consisting of a thermal acid resistant element and a thermocouple, controls the PLS temperature, which helps measure the permeability coefficient of the gravelly drainage layer. The PLS and gravelly drainage layer of Sarcheshmeh copper mine heap leaching structure No. 1 were used in this study. The permeability coefficient of the gravelly soil was measured against the PLS and pure water at temperatures varying between 3°C to 60°C. Also, the viscosity and density of the PLS and pure water were measured at these temperatures and, using existing theoretical relations, the permeability coefficient of the gravel was computed. A comparison between the experimental and theoretical results revealed a good conformity between the two sets of results. Finally, a case (Taft heap leaching structure, Yazd, Iran) was studied and its gravelly drainage layer was designed based on the results of the present research.
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来源期刊
International Journal of Mining and Geo-Engineering
International Journal of Mining and Geo-Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
0.80
自引率
0.00%
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0
审稿时长
12 weeks
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