| [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,JRGEN 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.
|
下载:
