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 38 Issue 11
Turn off MathJax
Article Contents
Abstract
References
ZHAO Tian-long, CHEN Sheng-shui, WANG Jun-jie, ZHONG Qi-ming, FU Chang-jing. Centrifugal model tests overtopping failure of barrier dams[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1965-1972. DOI: 10.11779/CJGE201611005
Citation: ZHAO Tian-long, CHEN Sheng-shui, WANG Jun-jie, ZHONG Qi-ming, FU Chang-jing. Centrifugal model tests overtopping failure of barrier dams[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1965-1972. DOI: 10.11779/CJGE201611005
shu

Centrifugal model tests overtopping failure of barrier dams

  • 1. Chongqing jiaotong University, Chongqing 400074, China;
    2. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;
    3. Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210029, China;
    4. National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing 400074, China

More Information
  • Received Date: October 03, 2015
  • Published Date: November 19, 2016
    Graphical Abstract
    • Abstract
  • Centrifugal model tests on dam break due to overtopping are carried out based on the gradation curves of Tangjiashan barrier dam by establishing the correspording physical models, and a method for calculating the rectangular weir flow in the centrifugal field is derived. The overtopping process and mechanism of barrier dam is analyzed deeply, and the failure mechanism is verified by the curve of breach flow and the development of breach top width taken from model tests. The test result show that the breach of barrier dam develops throughout during the whole process of overtopping along the width direction. The development of barrier dam breach along the depth direction, however, stops at earlier time due to the accumulation of large particles in the downstream slope, and coarsening phenomenon in the downstream slope can be observed obviously at the later stage of overtopping. Thus, the bottom part of barrier dam will survive after dam break, and the condition of whole collapse has few cases. In addition, the size of breach remaining will be less than that of the homogeneous earth dam under the same condition.
    • FullText(HTML)
    • References (21)
  • [1]
    陈生水. 土石坝溃决机理与溃坝过程模拟[M]. 北京: 中国水利水电出版社, 2012. (CHEN Sheng-shui. Mechanism and process simulation of earth-rock dam break[M]. Beijing: China WaterPower Press, 2012. (in Chinese))
    [2]
    匡尚富. 天然坝溃决的泥石流形成机理及其数学模型[J]. 泥沙研究, 1993(4): 42-57. (KUANG Shang-fu. Formation mechanisms and prediction models of debris flow due to natural dam failures[J]. Journal of Sediment Research, 1993(4): 42-57. (in Chinese))
    [3]
    严祖文, 魏迎奇, 蔡 红. 堰塞坝形成机理及稳定性分析[J]. 中国地质灾害与防治学报, 2009, 20(4): 55-59. (YAN Zu-wen, WEI Ying-qi, CAI Hong. Formation mechanism and stability analysis of barrier dam[J]. The Chinese Journal of Geological Hazard and Control, 2009, 20(4): 55-59. (in Chinese))
    [4]
    SCHUSTER R L, COSTA J E. A perspective on landslide dams[C]// Landslide Dams: Processes, Risk, and Mitigation. Seattle, 1986.
    [5]
    Mizuyama Takahisa, Tabata Shigekivo, Mori Toshio, 等. 堰塞坝溃决及防范[J]. 水利水电技术, 2008, 39(7): 97-99. (Mizuyama Takahisa, Tabata Shigekivo, Mori Toshio, et al. The Dam Break and Prevention of Barrier Dam[J]. Water Resources and Hydropower Engineering, 2008, 39(7): 97-99. (in Chinese))
    [6]
    WAN C F, FELL R. Investigation of rate of erosion of soils in embankment dams[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(4): 373-380.
    [7]
    李 云, 李 君. 溃坝模型试验研究综述[J]. 水科学进展, 2009, 20(2): 304-310. (LI Yun, LI Jun. Review on experimental study on dam-break [J]. Advances in Water Science, 2009, 20(2): 304-310. (in Chinese))
    [8]
    DAVIES T R, MANVILLE V, KUNZ M, et al. Modeling landslide dambreak flood magnitudes: Case study[J]. Journal of Hydraulic Engineering, 2007, 133(7): 713-720.
    [9]
    姜 华. 天然坝决堤过程及流量变化的研究[J]. 水土保持应用技术, 2007(1): 24-26. (JIANG Hua. Study on process of barrier dam break and the flow change[J]. Technology of Soil and Water Conservation, 2007(1): 24-26. (in Chinese))
    [10]
    王 心, 梁振海. 天然坝溃坝模拟试验[J]. 水土保持应用技术, 2008(2): 8-9. (WANG Xin, LIANG Hai-zhen. Experimental study on barrier dam break[J]. Technology of Soil and Water Conservation, 2008(2): 8-9. (in Chinese))
    [11]
    GREGORETTI C, MALTAURO A, LANZONI S. Laboratory experiments on the failure of coarse homogeneous sediment natural dams on a sloping bed[J]. Journal of Hydraulic Engineering, 2010, 136(11): 868-879.
    [12]
    DAVIES T R. Landslide-dambreak floods at Franz Josef Glacier township, Westland, New Zealand: a risk assessment[J]. Journal of Hydrology (New Zealand), 2002, 41(1): 1-17.
    [13]
    南京水利科学研究院土工研究所. 土工试验技术手册[M]. 北京: 人民交通出版社, 2003. (Geotechnical Engineering Department, Nanjing Hydraulic Research Institute. Technical manual of geotechnical testing[M]. Beijing: China Communications Press, 2003. (in Chinese))
    [14]
    DL/T 5102—2013 土工离心模型试验技术规程[S]. 2013. (DL/T 5102—2013. Technical specification of geotechnical centrifuge model test[S]. 2013. (in Chinese))
    [15]
    王秋生, 陈祖煜, 隋海宾, 等. 离心机模拟中渗流相似率的试验验证[J]. 岩土工程学报, 2011, 33(8): 1235-1239. (WANG Qiu-sheng, CHEN Zu-yu, SUI Hai-bin, et al. Modelling seepage flow velocity in centrifuge models[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1235-1239. (in Chinese))
    [16]
    陈生水, 徐光明, 钟启明, 等. 土石坝溃坝离心模型试验系统研制及应用[J]. 水利学报, 2012, 43(2): 241-245. (CHEN Shen-shui, XU Guang-ming, ZHONG Qi-ming, et al. Development and application of centrifugal model test system for break of earth-rock dams[J]. Journal of Hydraulic Engineering, 2012, 43(2): 241-245. (in Chinese))
    [17]
    LIU N, CHEN Z, ZHANG J, et al. Draining the tangjiashan barrier lake[J]. Journal of Hydraulic Engineering, 2010, 136(11): 914-923.
    [18]
    李 炜. 水力计算手册[M]. 北京: 中国水利水电出版社, 2006. (LI Wei. Manual of hydraulic calculation[M]. Beijing: China Water & Power Press, 2006. (in Chinese))
    [19]
    李 炜, 徐孝平. 水力学[M]. 武汉: 武汉大学出版社, 2000. (LI Wei, XU Xiao-ping. Hydraulics[M]. Wuhan: Wuhan University Press, 2000. (in Chinese))
    [20]
    全苏水利科学研究院. 溢流堰水力计算[M]. 北京: 水利出版社, 1956. (Research Institute of Water Conservancy. Hydraulic calculation of overflow weir[M]. Beijing: Hydraulic Press, 1956. (in Chinese))
    [21]
    SL 24—91堰槽测流规范[S]. 1992. (SL 24—91 Weir trough current specification[S]. 1992. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (330) PDF downloads (299) Cited by()
    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