• 全国中文核心期刊
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ZHAO Tian-long, CHEN Sheng-shui, FU Chang-jing, ZHONG Qi-ming, HOU Ying-wei. Centrifugal model tests on section form of drainage channel of barrier dams[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1943-1948. DOI: 10.11779/CJGE201710025
Citation: ZHAO Tian-long, CHEN Sheng-shui, FU Chang-jing, ZHONG Qi-ming, HOU Ying-wei. Centrifugal model tests on section form of drainage channel of barrier dams[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1943-1948. DOI: 10.11779/CJGE201710025

Centrifugal model tests on section form of drainage channel of barrier dams

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  • Received Date: August 06, 2016
  • Published Date: October 24, 2017
  • The centrifugal model tests on barrier dams overtopping are carried out based on the grain composition of Tangjiashan landslide dam, and the influence laws on the discharge process, released water and the size of the residual dam section of the drainage channel with trapezoid, triangle and compound forms are acquired. The characteristics of the flow in different parts of the channel during the discharge process are analyzed from the point of view of water dynamics. The results show that the compound section form has the characteristics of higher initial discharge efficiency, lower peak flow, higher residual dam and larger released water, in which the flow curve is "chunky-type". It can decrease effectively the pressure of flood protection caused by barrier dam discharge and reduce the water level greatly in a shorter time. It is an effective and safe method for the emergency handling of barrier dams.
  • [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 Water Power 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 T, TABATA S, MORI T, 等. 堰塞坝溃决及防范[J]. 水利水电技术, 2008, 39(7): 97-99. (MIZUYAMA T, TABATA S, MORI T, 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 Chi-fai, 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]
    王光谦, 傅旭东, 李铁建, 等. 汶川地震灾区堰塞湖应急处置中的计算分析[J]. 中国水土保持科学, 2008, 6(5): 1-6. (WANG Guang-qian, FU Xu-dong, LI Tie-jian, et al. Analysis for emergency treatment of quake lakes in Wenchuan earthquake-hit regions[J]. Science of Soil and Water Conservation, 2008, 6(5): 1-6. (in Chinese))
    [8]
    梁 军. 地震堰塞湖的形成及其治理方法[M]// 宋胜武. 汶川大地震工程震害调查分析与研究, 2009: 1056-1061. (LI Jun. Formation and its treatment method of quake lake[M]// SONG Shen-wu. Investigation and Analysis of Seismic Damage in Wenchuan Earthquake Engineering, 2009: 1056-1061. (in Chinese))
    [9]
    LIU N, CHEN Z, ZHANG J, et al. Draining the tangjiashan barrier lake[J]. Journal of Hydraulic Engineering, 2010, 136(11): 914-923.
    [10]
    赵万玉, 陈晓清, 高 全, 等. 不同横断面泄流槽的地震堰塞湖溃决实验研究[J]. 泥沙研究, 2011(4): 29-37. (ZHAO Wan-yu, CHEN Xiao-qing, GAO Quan, et al. Experimental study of dam-break of earthquake barrierlake with different cross sections of drainage channel[J]. Journal of Sediment Research, 2011(4): 29-37. (in Chinese))
    [11]
    陈晓清, 崔 鹏, 赵万玉, 等. “5·12”汶川地震堰塞湖应急处置措施的讨论——以唐家山堰塞湖为例[J]. 山地学报, 2010, 28(3): 350-357. (CHEN Xiao-qing, CUI Peng, ZHAO Wan-yu, et al. A discussion of emergency treatment of dammed lake caused by “5·12’’ Wenchuan Earthquake[J]. Journal of Mountain Science, 2010, 28(3): 350-357. (in Chinese))
    [12]
    曹永涛, 高 航, 夏修杰. 堰塞湖坝体处理及溃决模拟试验研究[J]. 人民黄河, 2010(12): 205-206. (CAO Yong-tao, GAO Hang, XIA Xiu-jie, et al. Experimental study on treatment and dam break simulation of landslide dam[J]. Yellow River, 2010(12): 205-206. (in Chinese))
    [13]
    陈晓清, 崔 鹏, 游 勇, 等. 一种人工调控排泄流量的堰塞湖处置方法及其应用: 中国, 200910216148.8[P]. 2010-06-02. (CHEN Xiao-qing, CUI Peng, YOU Yong, et al. A lake disposal method of artificial regulation of discharge and its application: China, 200910216148.8[P]. 2010-06-02. (in Chinese))
    [14]
    李忠生. 地震作用下滑坡稳定性研究[D]. 西安: 长安大学, 2001. (LI Zhong-sheng. Study on the stability of landslide under the earthquake[D]. Xi'an: Chang'an University, 2001. (in Chinese))
    [15]
    吴庆洲, 吴运江. 历史上四川地震堰塞湖水灾特点及减灾对策[J]. 新建筑, 2008(4): 112-114. (WU Qing-zhou, WU Yun-jiang. The characteristics of flood disasters and countermeasures of disaster reduction on historic barrier lakes in Sichuan[J]. New Architecture, 2008(4): 112-114. (in Chinese))
    [16]
    匡尚富, 汪小刚, 黄金池, 等. 堰塞湖溃坝风险及其影响分析评估[J]. 中国水利, 2008: 17-21. (KUANG Shang-fu, WANG Xiao-gang, HUANG Jin-chi, et al. Risk analysis and impact assessment of dam -break in barrier lake[J]. China Water Resources, 2008: 17-21. (in Chinese))
    [17]
    ERMINI L, CASAGLI N. Prediction of the behaviour of landslide dams using a geomorphological dimensionless index[J]. Earth Surface Processes and Landforms, 2003, 28(1): 31-47.
    [18]
    任 强, 陈生水, 钟启明, 等. 堰塞坝的形成机理与溃决风险[J]. 水利水电科技进展, 2011, 31(5): 30-34. (REN Qiang, CHEN Sheng-shui, ZHONG Qi-ming, et al. Formation mechanism and breaching failure risk of barrier dams[J]. Advances in Science and Technology of Water Resources, 2011, 31(5): 30-34. (in Chinese))
    [19]
    王秋生. 土石坝溃坝问题的离心模型试验研究[R]. 北京: 中国水利水电科学研究院, 2010. (WANG Qiu-sheng. Centrifuge model test on the dam break problem of earth rock dam[R]. Beijing: China Water Conservancy and Hydropower Research Institute, 2010. (in Chinese))
    [20]
    SL 24—91 堰槽测流规范[S]. 1992. (SL 24—91Weir trough current specification[S]. 1992. (in Chinese))
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