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金属矿山 ›› 2023, Vol. 52 ›› Issue (11): 268-275.

• 安全与环保 • 上一篇    下一篇

一种基于静态贝叶斯的降雨诱发尾矿坝失稳评估模型

胡靖雯1,2 聂 闻2,3 芦 松2 王震豪2 Pooya Saffari4
  

  1. 1. 中北大学理学院,山西 太原 030051;2. 中国科学院福建物质结构研究所,福建 福州 350000;3. 金属矿山安全与健康国家重点实验室,安徽 马鞍山 243000;4. 青岛城市学院土木工程学院,山东 青岛 266071
  • 出版日期:2023-11-15 发布日期:2024-01-02
  • 基金资助:
    国家自然科学基金面上项目(编号:51874268)。

A Static Bayesian-based Model for Evaluating Rainfall-induced Tailings Dam Instability

HU Jingwen1,2 NIE Wen2,3 LU Song2 WANG Zhenhao2 Pooya Saffari4 #br#   

  1. 1. School of Science,North University of China,Taiyuan 030051,China;2. Fujian Institute of Research on the Structure of Matter,Chinese Academy of Sciences,Fuzhou 350000,China;3. State Key Laboratory of Safety and Health for Metal Mines,Maanshan 243000,China;4. College of Civil Engineering,Qingdao City University,Qingdao 266071,China
  • Online:2023-11-15 Published:2024-01-02

摘要: 降雨事件是导致尾矿坝失稳的主要因素之一,评估降雨事件发生时尾矿坝的稳定性对矿山安全运行至 关重要。 由于降雨在坝体中的渗透机制多变,降雨事件和坝体失稳之间的联系是不确定的,为了减少这种不确定性, 运用贝叶斯分析方法预测不同降雨量下的尾矿坝稳定性。 基于尾矿坝堆坝模型试验获取了不同降雨量和空间维度 下的坝体物理参数及试验数据,建立了基于贝叶斯的尾矿坝稳定性评估模型。 使用信息增益获取各参数预警值并以 此为指标计算物理参数的先验概率,结合 Leaky Noisy-orgat 扩展模型计算条件概率,借助 GeNIe 软件建立贝叶斯模型, 通过贝叶斯分析得到尾矿坝在不同降雨条件下各个空间位置的失稳概率。 该模型将试验参数与尾矿坝失稳机理不 确定性相联系,进一步提高了客观评价的准确性。 研究结果表明:① 降雨量越大,尾矿的各参数变动越大,相互作用 越明显,坝体失事概率越高。 ② 由于尾矿的空间非均质特性,高处的尾矿失稳概率更大,而降雨将进一步加剧失稳风 险。 研究成果对于尾矿坝稳定性分析有一定的借鉴意义。

关键词: 尾矿坝, 稳定性分析, 贝叶斯网络, 降雨, GeNIe

Abstract: Rainfall events are one of the main factors leading to tailings dam instability,and assessing the stability of tailings dams when rainfall events occur is critical to the safe operation of mines. Due to the variable mechanism of rainfall infiltration in the dam,the link between rainfall events and dam instability is uncertain,and to reduce this uncertainty,the Bayesian analysis was applied to predict the stability of tailings dams under different rainfall amounts. Based on the tailings dam stacking model test to obtain the physical parameters and test data of the dam body under different rainfall amounts and spatial dimensions,a Bayesian-based assessment model of tailings dam stability was established. Using the information gain to obtain the early warning value of each parameter and using it as an indicator to calculate the prior probability of the physical parameters, combined with the Leaky Noisy-or gat extension model to calculate the conditional probability,a Bayesian model is built with the help of GeNIe software,the probability of instability of the tailings dam at each spatial location under different rainfall conditions is obtained by Bayesian analysis. The model relates the experimental parameters to the uncertainty of the tailings dam destabilization mechanism,which further improves the accuracy of objective evaluation. The study results show that:① The greater the rainfall intensity,the greater the variation of the parameters of the tailings,the more obvious the interaction,the higher the probability of dam failure. ② Due to the spatially non-homogeneous nature of the tailings,the probability of tailings destabilization is greater at higher levels,and rainfall will further increase the risk of destabilization. The study results have some significance for the stability analysis of tailings dams.

Key words: tailings dam,stability analysis,Bayesian network,rainfall,GeNIe