某尾矿库渗流分析与研究

    Seepage analysis and research of a tailing pond

    • 摘要: 我国是一个矿产资源大国,选矿和冶炼工艺产生的尾矿多以矿浆的形式进入尾矿库。尾矿库作为矿山项目生产重要的主体构筑物之一,是潜在的重大污染源和危险源。浸润线是湿排尾矿库的生命线,其埋深直接影响着坝体的稳定性。近年来,学者针对尾矿库浸润线开展了广泛的研究,本文以某尾矿库为例,采用GEO-studio软件对尾矿库正常工况和洪水工况的渗流情况进行了模拟分析,分析结果表明,尾矿库的库内水位对坝体的浸润线的埋深有较大影响。正常工况,尾矿库浸润线的最小埋深约14m;洪水工况,在约82m标高的位置从坝坡溢出。增加排渗设施之后,尾矿库的浸润线尾矿库的浸润线埋深明显增加,最小埋深达到13.6m,坝体抗滑稳定系数达到1.682,大于规范要求的抗滑安全系数。分析结果可为该尾矿库的排渗系统的设置以及安全运行提供指导和参考。

       

      Abstract: The phreatic line is the lifeline of the wet-discharge tailings pond, and its depth directly affects the stability of the embankmen. In recent years, some scholars have carried out extensive research on the phreatic line of tailings pond. The author has taken a tailings pond as an example and used Geo-studio software to simulate and analyze the seepage of the tailings pond under normal working conditions and flood working conditions. The analysis results can provide reference for the setting of the drainage system of the tailings pond and provide guidance for Safe operation management of the tailings pond.

       

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