Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 42 Issue S2
Turn off MathJax
Article Contents
Abstract
References
WU Shuai-feng, YAN Jun, CAI Hong, WEI Ying-qi, DU Ji-fang, LIU Chuan-peng. Experimental study on characteristics of impact force of tailing flow under dam break of tailing reservoir[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 219-225. DOI: 10.11779/CJGE2020S2039
Citation: WU Shuai-feng, YAN Jun, CAI Hong, WEI Ying-qi, DU Ji-fang, LIU Chuan-peng. Experimental study on characteristics of impact force of tailing flow under dam break of tailing reservoir[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 219-225. DOI: 10.11779/CJGE2020S2039
shu

Experimental study on characteristics of impact force of tailing flow under dam break of tailing reservoir

  • 1.

    State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100048, China

  • 2.

    School of Management Science and Engineering, Shandong Technology and Business University, Yantai 264005, China

  • 3.

    School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China

More Information
  • Received Date: August 06, 2020
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • At present, there is no mature model or method for the calculation of the impact force of tailing flow discharged from the dam break of tailing pond. Instead, the empirical formula for debris flow or the existing hydraulic model are directly used, and the corresponding parameters are modified. This method can not truly reflect the impact characteristics of tailing flow. The evolution characteristics of impact force under different densities of tailing slurry, different velocities and different depths of impact are studied by using the tailing flow model groove devices. The test results show that the impact force is affected by density shadow in time distribution. The higher the density is, the earlier the maximum impact force appears. In the longitudinal space, the impact force can be divided into two parts. One is the buried depth below the liquid level, the impact force is linearly distributed with the depth, the other is the surge height part. The impact force is a logarithmic fast attenuation. The impact force of tailing flow is directly related to velocity, density and buried depth, and the velocity and impact force are power function-related under different densities. At the same time, the greater the density is, the greater the impact force is the power function related. The buried depth and impact force are linear relationship. Based on this, a model for impact force covering three factors of the velocity, density and buried depth is established, and three parameters are set up, namely, the coefficient of turbulence k1, the coefficient of impact force adjustment α affected by the density, and the coefficient of impact force adjustment k2 affected by the buried depth. The model can comprehensively reflect the influences of three factors. The rationality of the model and the correctness of the physical meaning of the parameters are verified, which may provide some theoretical reference for the related researches and engineering applications
    • FullText(HTML)
    • References (12)
  • [1]
    张家荣, 刘建林, 朱记伟. 我国尾矿库事故统计分析及对策建议[J]. 武汉理工大学学报(信息与管理工程版), 2016, 38(6): 682-685. https://www.cnki.com.cn/Article/CJFDTOTAL-WHQC201606009.htm

    ZHANG Jia-rong, LIU Jian-lin, ZHU Ji-wei. Statistical analysis and countermeasures of tailings accident in China[J]. Journal of Wuhan University of Technology, 2016, 38(6): 682-685. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHQC201606009.htm
    [2]
    吴宗之, 梅国栋. 尾矿库事故统计分析及溃坝成因研究[J]. 中国安全科学学报, 2014, 24(9): 70-76. https://www.cnki.com.cn/Article/CJFDTOTAL-ZAQK201409014.htm

    WU Zong-zhi, MEI Guo-dong. Statistical analysis of tailings pond accidents and cause analysis of dam failure[J]. China Safety Science Journal, 2014, 24(9): 70-76. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZAQK201409014.htm
    [3]
    闪淳昌, 张振东, 钟开斌, 等. 襄汾“9·8”特别重大尾矿库溃坝事故处置过程回顾与总结[J]. 中国应急管理, 2011(10): 13-18. https://www.cnki.com.cn/Article/CJFDTOTAL-YIGU201110008.htm

    SHAN Chun-chang, ZHANG Zhen-dong, ZHONG Kai-bin, et al. Review and summary of the disposal process of Xiangfen "9.8" extremely serious tailings dam break accident[J]. China Emergency Management, 2011(10): 13-18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YIGU201110008.htm
    [4]
    殷跃平. 山西襄汾县塔山矿区尾矿溃决泥流灾难[J]. 中国地质灾害与防治学报, 2008, 19(4): 70-148. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200804014.htm

    YIN Yue-ping. Debris flow disaster caused by tailings outburst in Tashan mining area, Xiangfen County, Shanxi Province[J]. The Chinese Journal of Geological Hazard and Control, 2008, 19(4): 70-148. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200804014.htm
    [5]
    HU Kai-heng, CUI Peng, GE Yong-gang. Building destruction patterns by august 8, 2010 Debris flow in Zhouqu, Western China[J]. Journal of Mountain Science, 2012, 30(4): 484-490. doi: 10.3969/j.issn.1008-2786.2012.04.015
    [6]
    ZOU Qiang, GUO Xiao-jun, ZHU Xing-hua, et al. Hazard characteristics and causes of “7·10 ” debris flow along highways in the upper reaches of minjiang riverhazard characteristics and causes of “7·10 ” debris flow along highways in the upper reaches of minjiang river[J]. Journal of Mountain Science, 2014(6): 747-753.
    [7]
    IVERSON R M. Scaling and design of land slide and debris-flowexperiments[J]. Geomorphology, 2015, 244: 9-20.
    [8]
    尹光志, 敬小非, 魏作安, 等. 尾矿坝溃坝相似模拟试验研究[J]. 岩石力学与工程学报, 2010, 29(增刊2): 3830-3838. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2010S2056.htm

    YIN Guang-zhi, JING Xiao-fei, WEI Zuo-an, et al. Experimental study of similar simulation of tailings dam-break[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 3830-3838. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2010S2056.htm
    [9]
    JING F X. Research on the movement mechanism of pulp surging from tailings dam-break[J]. Advanced Materials Research, 2012, 516-517: 997-1000.
    [10]
    WU T, QIN J. Experimental study of a tailings impoundment dam failure due to overtopping[J]. Mine Water & the Environment, 2018, 37(2): 272-280.
    [11]
    LIU L, ZHANG H W, ZHONG D Y, et al. Research on tailings dam break due to overtopping[J]. Journal of Hydraulic Engineering, 2014, 45(6): 675-681.
    [12]
    刘道川, 游勇, 杜杰, 等. 泥石流冲击力的时空分布特征[J]. 工程科学与技术, 2019, 51(3): 17-25. https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH201903003.htm

    LIU Dao-chuan, YOU Yong, DU JIE, et al. Spatio-temporal distribution of the impact force of debris flow[J]. Advanced Engineering Ences, 2019, 51(3): 17-25. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH201903003.htm
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(8)

    1. 吴必胜，陈治良，廖昕，瞿立明. 层状土中大直径嵌岩单桩竖向受荷机理试验研究. 施工技术(中英文). 2025(05): 120-126 .
    2. 杨景泉，郑长杰，丁选明. 竖向入射P波激励下饱和土中管桩地震响应. 岩土力学. 2025(05): 1477-1488 .
    3. 可文海，杨文海，李源，吴磊. SH波作用下斜坡地形中桩基的动力响应研究. 岩土力学. 2025(05): 1545-1555 .
    4. 徐其. 激振荷载作用下桩基础变形及力学响应特性试验研究. 江西建材. 2024(12): 267-269+272 .
    5. 李永焕，刘志贺，饶勤波，过锦，胡海波，刘秋媛，杨萤. 考虑空间效应的基坑开挖对邻近管线的影响分析. 长江科学院院报. 2023(05): 125-130 .
    6. 李斌，景立平，王友刚，涂健，齐文浩. 水平低周往复荷载作用下核岛桩基抗震性能试验研究. 岩土工程学报. 2023(10): 2119-2128 . 本站查看
    7. 曹小林，周凤玺，戴国亮，龚维明. 激振荷载作用下桩基础动力响应的现场试验分析. 岩土工程学报. 2023(S1): 171-175 . 本站查看
    8. 曹小林，周凤玺，戴国亮. 水平荷载作用下饱和土与单桩的相互作用动力响应分析. 岩土工程学报. 2023(S2): 73-78 . 本站查看

    Other cited types(7)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(15)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return