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溃坝模型试验研究综述

李云, 李君

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.
引用本文: 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 of experimental study on dam-break[J]. Advances in Water Science, 2009, 20(2): 304-310.
Citation: LI Yun, LI Jun. Review of experimental study on dam-break[J]. Advances in Water Science, 2009, 20(2): 304-310.

溃坝模型试验研究综述

基金项目: "十一五"国家科技支撑计划项目"水库大坝安全保障关键技术研究"(2006BAC14B00)
详细信息
    作者简介:

    李云(1962- ),男,江苏高淳人,教授级高级工程师,硕士,主要从事水工水力学研究.E-mail:yli@nhri.cn

  • 中图分类号: TV698.237;G353.11

Review of experimental study on dam-break

Funds: The study is financially supported by the National Key Technologies R&D Program of China during the 11th Five-year Plan Period (No.2006BAC14B00)
  • 摘要: 从溃坝洪水、溃坝机理等方面对溃坝模型试验研究情况进行了详细回顾,概括总结了国内外在溃坝模型试验方面所取得的主要成果,并从研究内容、相似理论、模型比尺及测试手段等方面对溃坝模型试验的现有水平及未来发展动向进行了分析,认为今后仍需大力开展溃坝模型试验研究,并以溃坝机理研究为重点,不断提高试验研究水平,为大坝安全提供有力的技术保障。
    Abstract: A detailed review of experimental study on dam-break is made in this paper.The key results of the experimental study on dam-break such as dam-break flood and dam-break mechanism at home and abroad are summarized,and its existing level and trend of development in the future are also analyzed from the angles of study contents,the similarity theory,the mode1 scale,the test techniques and、on.It indicates that the experimental study should be greatly developed in the future and mainly focuses on the mechanism of danrbreak,and keeps improving the study level in order to provide protection for the dam safety of China.
  • [1] 中国大坝委员会.2005年中国与世界大坝建设情况[EB/OL]. http://www.chincold.org.cn/main.asp" target="_blank"> http://www.chincold.org.cn/main.asp.(Chinese National Committee on Large Dams.Summary of large dam constructions in China and the world until 2005[EB/OL]. http://www.chincold.org.cn/main.asp" target="_blank"> http://www.chincold.org.cn/main.asp.(in Chinese))
    [2] 汝乃华,牛运光.大坝事故与安全:土石坝[M].北京:中国水利水电出版社,2001.(RU Nai-hua,NIU Yun-guang.Embankment dam:Incidents and safety of large dams[M].Beijing:China WaterPower Press,2001.(in Chinese))
    [3] 汝乃华,姜忠胜.大坝事故与安全:拱坝[M].北京:中国水利水电出版社,1995.(RU Nai-hua,JIANG Zhong-sheng.Arch dams:Accident and safety of large dams[M].Beijing:China WaterPower Press,1995.(in Chinese))
    [4] RITTER.Die Fortpflanzung der Wasserwellen[J].Berlin:Verein Deutsch Ingenieure Zeitschrift,1892,36(33):947-954.
    [5] 谢任之.溃坝水力学[M].济南:山东科学技术出版社,1993.(XIE Ren-zhi.Hydraulics of dam break[M].Jinan:Shandong Science and Technology Press,1993.(in Chinese))
    [6] ROUSE.Engineering hydraulics[M].New York:John Wiley & Sons,Inc,1950.
    [7] 戴荣尧,王群.溃坝最大流量的研究[J].水利学报,1983(2):13-21.(DAI Rong-yao,WANG Qun.Research on maximum discharge of dam-breaking[J].Journal of hydraulic engineering,1983(2):13-21.(in Chinese))
    [8] MORRIS.CADAM,concerted action on dam-break modeling,final report[R].Oxfordshire:HR Wallingford Ltd,2000.
    [9] 陆遐龄.三峡工程防护问题研究的回顾[J].中国三峡建设,1995(2):23-24.(LU Xia-ling.Review on protective study of the Three Gorges Project[J].China Three Gorges construction,1995(2):23-24.(in Chinese))
    [10] 卢地*雷塔.溃坝波的数学模型和无因次计算图[C]//第十一届国际大坝会议译文选集.北京:水利电力出版社,1976.(Mathematical model and non-dimensional calculation chart for dam-break wave[C]//Translation anthology of the proceeding of the 11th ICOLD congress.Beijing:China WaterPower Press,1976:38-49.(in Chinese))
    [11] ALCRUDO F,MULET J.Conclusions and recommendations from the IMPACT project WP3:Flood propagation[EB/OL]. http://www.samui.co.uk/impact-project/wp3_technical.htm.
    [12] FEMA.The National Dam Safety Program research needs workshop:embankment dam failure analysis[EB/OL]. http://www.fema.gov/library/viewRecord.do?id=1454.
    [13] MORRIS M W.IMPACT,investigation of extreme flood processes and uncertainty,final technical report[EB/OL]. http://www.samui.co.uk/impact-project/general_publications.htm.
    [14] MORRIS M W,HASSAN M,VASKINN K A.Conclusions and recommendations from the IMPACT project WP2:Breach formation[EB/OL]. http://www.samui.co.uk/impact-project/wp2_technical.htm.
    [15] HANSON G,COOK K,TEMPLE D.Research results of large-Scale embankment overtopping breach tests[C]//Proceedings of the Association of State Dam Safety Officials annual conference.2002:809-820.
    [16] STEPHEN E C,DARRYL P A,GRANT M W.Overtopping breaching of noncohesive homogeneous embankments[J].Journal of Hydraulic Engineering,2002,128(9):829-838.
    [17] DUPONT E,DEWALS B J,ARCHAMBEAU D,et al.Experimental and numerical study of the breaching of an embankment Dam[C]//Proceeding of the 32nd IAHR Biennial Congress,2007,1:339-348.
    [18] FRABCA M J,ALMEIDA A B.Experimental tests on rockfill dam breaching process[EB/OL]. http://www.samui.co.uk/impact-project/wp2_others.htm.
    [19] 杨武承.引冲式自溃坝口门形成时间的试验及规律[J].水利水电技术,1984(7):21-25.(YANG Wu-cheng.Experiments and disciplines of the breach formation time of emergency dam[J].Water Resources and Hydropower Engineering,1984(7):21-25.(in Chinese))
    [20] 杨武承.引冲式自溃坝下切率规律的试验研究[J].水利水电技术,1985(3):1-7.(YANG Wu-cheng.Experimental study on the discipline of downcutting rate of emergency dam[J].Water Resources and Hydropower Engineering,1985(3):1-7.(in Chinese))
    [21] 浙江南山水库管理局,浙江省水利水电科学研究所.南山水库自溃坝试验阶段报告[J].浙江水利科技,1978(3):1-17.(Zhejiang Nanshan Reservoir Administration,Zhejiang Research Institute of Water Conservancy and Hydropower.Interim report of Nanshan reservoir emergency dam experiment[J].Zhejiang Hydrotechnics,1978(3):1-17.(in Chinese))
    [22] 郝书敏.自溃坝模型试验方法初步探讨[C]//水利工程管理论文集第1集.北京:中国水利学会工程管理专业委员会,1984.(HAO Shu-min.Preliminary study on experimental methods of emergency dam[C]//Proceeding of hydraulic engineering management,Vol 1.Beijing:Engineering Management Professional Committee,CHES,1984.(in Chinese))
    [23] 胡去劣,俞波.沟后面板坝溃决过程研究[C]//沟后面板砂砾坝破坏机理及溃决过程研究论文集.南京:南京水利科学研究院,1996.(HU Qu-lie,YU Bo.The study of the Gouhou concrete rockfill dam failure[C]//Proceeding of study of break mechanism and breach process of the Gouhou concrete face dam.Nanjing:Nanjing Hydraulic Research Institute,1996.(in Chinese))
    [24] 刘杰.土石坝渗流控制理论基础及工程经验教训[M].北京:中国水利水电出版社,2006.(LIU Jie.Seepage control of earth-rock dams:theoretical basis,engineering experiences and lessons[M].Beijing:China WaterPower Press,2006.(in Chinese))
    [25] ZECH Y,SOARES F,SPINEWINE B,et al.Dam-break induced flood modeling and sediment movement.IMPACT WP4 final scientific report[EB/OL]. http://www.samui.co.uk/impact-project/wp4_technical.htm.
    [26] Helsinki University of Technology.The use of physical models in dam-break flood analysis[EB/OL]. http://www.ymparisto.fi/download.asp?contentid=13494&lan=EN.
    [27] CHANSON H,COUSSOT P,JAMY S,et al.A study of dam break wave of thixotropic fluid:Bentonite surges down an inclined plane[R].Queensland:The University of Queensland,2004.
    [28] CHANSON H.Two-phase flow characteristics of an unsteady dam break wave flow[C]//Proceeding of the 30th IAHR Biennial Congress.Greece:THEMA,Vol C2,2003:237-245.
    [29] CRESPO A J C.Vorticity generated by a dam break over a wet bed modeled by smoothed particle hydrodynamics[C]//Proceedings of the congress-International Association for Hydraulic Research.Spain:Country of publication,2007:773-782.
    [30] 韩昌海,宣国祥,赵建钧.堤防溃口水力特性及堵口技术试验研究报告[R].南京:南京水利科学研究院,2003.(HAN Chang-hai,XUAN Guo-xiang,ZHAO Jian-jun.Experimental report of embankment breach hydraulic characteristics and crevasse repair technology[R].Nanjing:Nanjing Hydraulic Research Institute,2003.(in Chinese))
    [31] 孙芦忠,赵建钧,严建国.堤防溃口水力学特性及装配式箱型结构堵口技术试验研究报告[R].南京:解放军理工大学,2002.(SUN Lu-zhong,ZHAO Jian-jun,YAN Jian-guo.Experimental report of embankment breach hydraulic characteristics and crevasse repair technology using fabricated box structures[R].Nanjing:PLA University of Science and Technology,2002.(in Chinese))
    [32] 余常昭.溃坝洪水模型试验的几个问题[J].水利学报,1982(3):41-46.(YU Chang-zhao.A few questions about dam failure flood experiments[J].Journal of Hydraulic Engineering,1982(3):41-46.(in Chinese))
    [33] 孙德根,傅宗甫.狭窄库区和开阔溃坝区溃坝洪水物模试验研究[J].河海大学学报,1996(6):61-65.(SUN De-gen,FU Zong-fu.Experimental study on dam-break flood for narrow reservoir front and wide dam-break front[J].Journal of Hohai University,1996(6):61-65.(in Chinese))
    [34] 戴荣尧,王群,蒋兵,等.雷达在测流中的应用[J].铁道工程学报,1984(2):45-46.(DAI Rong-yao,WANG Qun,JIANG Bin,et al.Application of Radar in velocity measuring[J].Journal of Railway Engineering Society,1984(2):45-46.(in Chinese))
    [35] ROSI L,JRGEN K.Application of high-speed digital image proceeding to experiments on dam break waves[EB/OL]. http://www.hrwallingford.co.uk/projects/CADAM/CADAM/index.html.
    [36] CAPART H,FRACCAROLLO L,GUARINO L,et al.Recent developments in debris-flow characterisation by digital-imaging measurements[EB/OL]. http://www.hrwallingford.co.uk/projects/CADAM/CADAM/index.html.
    [37] CAPART H,YOUNG D L,ZECH Y.Vorono imaging methods for the measurements of granular flows[J].Experiments in Fluids,2002(32):121-135.
    [38] SOARES-FRAZAO S,GRELLE N L,SPINEWINE B,et al.Dam-break induced morphological changes in a channel with uniform sediments measurements by a laser-sheet imaging technique[J].Journal of Hydraulic Research,2007(45):87-95.
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出版历程
  • 收稿日期:  2008-01-08
  • 刊出日期:  2009-03-24

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