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吴帅峰, 严俊, 蔡红, 肖建章, 杜继芳, 刘传鹏. 尾矿管涌溃坝模式及下泄冲击特性试验研究[J]. 岩土工程学报, 2021, 43(11): 2134-2141. DOI: 10.11779/CJGE202111021
引用本文: 吴帅峰, 严俊, 蔡红, 肖建章, 杜继芳, 刘传鹏. 尾矿管涌溃坝模式及下泄冲击特性试验研究[J]. 岩土工程学报, 2021, 43(11): 2134-2141. DOI: 10.11779/CJGE202111021
WU Shuai-feng, YAN Jun, CAI Hong, XIAO Jian-zhang, DU Ji-fang, LIU Chuan-peng. Experimental study on dam break mode of tailing piping and discharge impact characteristics[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2134-2141. DOI: 10.11779/CJGE202111021
Citation: WU Shuai-feng, YAN Jun, CAI Hong, XIAO Jian-zhang, DU Ji-fang, LIU Chuan-peng. Experimental study on dam break mode of tailing piping and discharge impact characteristics[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2134-2141. DOI: 10.11779/CJGE202111021

尾矿管涌溃坝模式及下泄冲击特性试验研究

Experimental study on dam break mode of tailing piping and discharge impact characteristics

  • 摘要: 为分析尾矿管涌溃坝的演化规律,理清溃坝机理,揭示尾砂流下泄冲击特性,采用现场大型物理模型试验方法对尾矿库管涌溃坝全过程进行试验研究。结果表明:管涌形成冲刷通道,进而出现上部塌落、侧向冲刷的溃坝模式,溃口的发展经历了通道扩大、纵向下切和横向扩展3个过程,并基于此提出了7阶段的溃坝过程;尾砂流下泄速度随距离呈对数型衰减,并基于幂函数形式提出了涵盖冲击速度、密度、埋深的3参数的冲击力模型;尾砂流在坝体近端呈现下切冲刷,远端呈现沉积的特征,在弯道处由于流向转变的过程呈现外侧冲刷掏蚀,内侧沉积淤积的特性,并基于此提出了尾矿坝防护的建议。以上研究成果为尾矿库的防灾减灾提供理论基础。

     

    Abstract: In order to analyze the evolution law of tailing pipe break, clarify the mechanism of tailing dam break, and reveal the impact characteristics of tailing flow, a large-scale physical model test method is used to study the whole process of piping break of a tailing reservoir. The results show that the scour channel is formed by piping, and then the dam break mode of the upper collapse and lateral scour occurs. The development of the breach has gone through three processes: channel expansion, longitudinal undercutting and transverse expansion. Based on this, a 7-stage dam break process is proposed. The tailing flow velocity decays logarithmically with distance, and the 3-parameter impact force model including impact velocity, density and buried mode is as follows: the depth is proposed based on the power function form, and the dam break tailing flow presents undercutting erosion at the near end of the dam body and deposition at the far end. Due to the change process of flow direction at the turning point, it presents the characteristics erosion at the outer side and deposition at the inner side. Based on this, some suggestions for protection of tailing dams are put forward. The above research results may provide theoretical basis for disaster prevention and mitigation of tailing ponds.

     

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