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The Sarcheshmeh thickened tailings scheme - a case study

机译:Sarcheshmeh加厚的尾矿方案 - 一个案例研究

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This paper presents a case study on the design, construction, commissioning and early operations of a major upgrade of the tailings storage facilities at Sarcheshmeh mine, Iran.The Sarcheshmeh mine is located in a semi-arid environment with average annual rainfall of 260 mm/year and evaporation of 2,800 mm/year. Make-up water supply comes from an alluvial borefield.The mine commenced operations around 1980. By 2000, the original tailings storage was full. Short-term measures to increase capacity were recognised as being both unsafe and unsustainable. In addition, the existing tailings and water management practices were inadequate for a proposed expansion.An initial options study was undertaken with the principal objectives of: Improving water utilisation. Providing storage for an additional 900 Mt of tailings at a production rate of 33 Mtpa.The recommended option was installation of paste thickeners together with down-valley discharge of the paste and thickened tailings. A full feasibility study and design followed.This paper will cover the following components of the project: Tailings properties. Thickener selection. Beach slope evaluation. The water management system.In this design 12 x 24 m paste thickeners were utilised, which is currently the largest installation of paste thickeners for copper. The underflow solid concentration was planned to be around 60% solids to achieve a maximum beach slope of 1.75%.Construction of the improvements to the system has been completed and the upgraded tailings management system is in its early years of operation with satisfactory outcomes. In this article, the various components of the system are described and outcomes are discussed.
机译:本文介绍了泰国山脉储存设施的重大升级设计,建设,调试和早期运作的案例研究,伊朗山脉矿山位于半干旱环境中,平均每年降雨量为260毫米/年份和蒸发为2,800毫米/年。化妆供水来自一个发生冲积的博尔德菲尔德。矿山开始于1980年的业务。到2000年,原始尾矿储存已满。增加能力的短期措施被认为是不安全和不可持续的。此外,现有的尾矿和水管理实践因拟议的扩张而不足。初始选项研究是在主要目标中进行的:提高了水利。以33 MTPA的生产率为额外的900吨尾矿提供储存。推荐的选择是将粘贴增稠剂安装在一起与糊状物放电的糊状液和加厚尾矿。随之进行全部可行性研究和设计。本文将涵盖项目的以下组成部分:尾矿属性。增稠剂选择。海滩坡评估。水管理系统。在这种设计中使用12 x 24 m粘贴增稠剂,目前是铜的最大安装浆料增稠剂。下污染固体浓度计划约60%固体,以实现1.75%的最大海滩斜率。建设系统的改进已经完成,升级的尾矿管理系统是其早期运作的令人满意的成果。在本文中,描述了系统的各种组件,并讨论了结果。

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