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金属矿山 ›› 2025, Vol. 54 ›› Issue (7): 182-188.

• 安全与环保 • 上一篇    下一篇

暴雨诱发某尾矿库洪水漫顶致灾机理与防控技术措施 

闫星起1   徐宏达2    

  1. 1. 中国中钢集团有限公司,北京 100080;2. 中冶建筑研究总院有限公司,北京 100088
  • 出版日期:2025-07-15 发布日期:2025-08-13
  • 作者简介:闫星起(1990—),男,工程师,硕士。

Disaster Mechanism and Prevention Technical Measures of Flood Overtopping Induced by Rainstorm in a Tailings Reservoir 

YAN Xingqi 1   XU Hongda 2    

  1. 1. Sinosteel Group Co. ,Ltd. ,Beijing 100080,China; 2. Central Research Institute of Building and Construction,MCC Group,Beijing 100088,China
  • Online:2025-07-15 Published:2025-08-13

摘要: 洪水漫顶是尾矿库事故的主要类型之一,深入认识尾矿坝漫顶事故过程对于促进尾矿库防灾减灾具有 重要意义。 针对尾矿库洪水漫顶事故的工程安全问题,以广东省某尾矿库洪水漫顶事故为案例,系统分析了该事故 溃坝的本质原因,并提出尾矿库调洪库容不足的防控措施。 聚焦于尾矿库防洪能力失效的本质原因,首先通过调洪 演算与简化三角形法定量验证该尾矿库排洪隧洞最大泄洪能力为 48. 8 m 3 / s,满足 200 a 一遇洪水 24 h 泄空需求,该 尾矿库符合安全渡汛要求;其次通过建立排水井高程—初期坝顶关系的判定准则,探讨了排水井与初期坝顶的位置 关系,发现抬高排水井进水口标高导致尾矿库调洪库容丧失是本次事故的主要原因。 在此基础上,提出了沉积滩三 段坡比优化(前段>2%、中段 1. 5%、邻水段 1%)、子坝时序堆筑控制(保持 2 m 的高度)及过渡段缓冲空间预留(水平 段≥50 m) 3 种库容增强技术,可有效提升尾矿库调洪库容,为尾矿库本质安全运行提供理论支撑。 研究成果实现了 从被动应急向主动防控的转变,对于降低尾矿库溃坝风险、提升矿山工程安全性具有较好的参考意义。 

关键词: 尾矿库  洪水漫顶  调洪库容  排洪系统 

Abstract: Overflow of tailings dams is one of the main types of tailings dam accidents. A thorough understanding of the process of tailings dam overflow accidents is of great significance for promoting disaster prevention and mitigation in tailings dams. In response to the engineering safety issues of tailings dam overflow accidents,taking the tailings dam overflow accident in a certain tailings dam in Guangdong Province as a case,this paper systematically analyzed the essential causes of the dam failure and proposed control measures for insufficient flood regulation capacity of tailings dams. Focusing on the essential causes of the failure of the flood control capacity of tailings dams,first,through flood routing calculations and the simplified triangular method,it was quantitatively verified that the maximum flood discharge capacity of the tailings pond′s drainage tunnel is 48. 8 m 3 / s. This capacity meets the requirement to fully discharge a 200-year flood event within 24 hours,confirming that the tailings pond complies with flood prevention safety standards. Secondly,by establishing the judgment criterion of the relationship between the elevation of the drainage well and the top of the initial dam,the positional relationship between the drainage well and the top of the initial dam was explored. It was found that raising the water intake elevation of the drainage well led to the loss of flood regulation capacity of the tailings dam,which was the main cause of this accident. On this basis,three capacity enhancement technologies were proposed:optimizing the slope ratio of the three sections of the deposition beach ( front section >2%, middle section 1. 5%,and water-adjacent section 1%),controlling the sequential construction of the sub-dams (maintaining a height of 2 m),and reserving a buffer space in the transition section (horizontal section≥50 m). These technologies can effectively increase the flood regulation capacity of tailings dams and provide theoretical support for the safe operation of tailings dams. The research results have achieved a transformation from passive emergency response to active prevention and control, and have good reference significance for reducing the risk of tailings dam failure and improving the safety of mining engineering. 

Key words: tailings reservoir,flood overtopping,flood-regulation capacity,drainage system 

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