有土工布管在矿山尾矿储存方面的经验。大哥伦比亚黄金塞戈维亚

B. Garcia, E. Wolff, J. Valderrama, Johanna Valbuena
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引用次数: 0

摘要

The Gran哥伦比亚黄金塞戈维亚公司哥伦比亚分公司(GCGS)在哥伦比亚安蒂奥基亚省雷麦地诺斯市和塞戈维亚市之间开展采矿业务。提取材料在Maria Dama工厂进行处理,尾矿被泵送到El Chocho矿床。原尾矿库项目设想由2座土坝产生2个库,分别称为上尾矿库和下尾矿库。阶段1A、1B和1C定义在上部尾矿库中。1B阶段以100%的产能使用矿浆尾矿,1A阶段正在运行,1C阶段正在建设中。对1A期污泥处理工艺进行了技术改造,采用91根土工布管(TG)填充尾砂,加入絮凝剂改善固体分离和后续的水过滤。GT按照设计和相应的技术规范以结构化的方式放置在1A安全坝中。在指定的程序中,之前分析的2种情况将被看到-更不希望-然而,有一个行动计划,以防发生。第一个与土工布开口的大小和最小粒度有关。偶尔,从处理厂泵出的尾矿以最小的尺寸进入土工布的开口。第二种情况是在GT填充过程中出现的,尽管GT具有较高的抗应力和抗破碎性,但纵向撕裂。下游区的现有屏障包含了尾矿。GT的使用可以通过用采矿尾矿代替1A期坝的外借材料来扩大尾矿的储存能力。目前的GT (1A)坝将尾砂整合到下游,从储存的尾矿中压滤开采尾矿,保证了1A坝的稳定性,在时间上。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experience with geotextile tubes in Mining Tailings Storage. Gran Colombia Gold Segovia
The Gran Colombia Gold Segovia company, Colombia branch (GCGS), has a mining operation between the municipalities of Remedios and Segovia, Department of Antioquia - Colombia. The extraction material is processed at the Maria Dama Plant and the tailings are pumped to the El Chocho deposit. The original tailings deposit project contemplates two reservoirs generated by 2 earth dams, called: Upper and lower tailings storage. Phases 1A, 1B and 1C were defined in the upper tailings storage. Phase 1B is used at 100% capacity with pulp tailings, phase 1A in operation and phase 1C under construction. Technifying the sludge disposal process in phase 1A, 91 geotextile tubes (TG) were used, which are filled with tailings, adding flocculants to improve the separation of solids and subsequent water filtration. The GT were placed in the 1A containment dam in a structured manner, following the design and the corresponding technical specifications. In the specified procedure, 2 previously analyzed situations will be seen -more unwanted- however, there was an action plan in case of occurrence. The first one related to the size of the geotextile opening vs. minimum particle size. Occasionally, the pumped tailings from the treatment plant proceed with the smallest size to the opening of the geotextile. The second scenario was presented during the filling operation of a GT, which was ripped longitudinally despite its high resistance to stress and breakage. The existing barrier in the downstream zone contained the tailings. The use of GT allowed to expand the storage capacity of the tailings by replacing the loan material from the phase 1A dam with mining tailings. The current GT (1A) dam will be integrated into the downstream tailings, from the storage of filter-pressed mining tailings, ensuring the stability of the 1A dam , in the time.
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