大坝溃决机理与规律研究进展
摘要
开展复杂条件下大坝溃决机理的研究,既是我国提升重大自然灾害防御能力的迫切需求,也是保障社会经济可持续发展的重大战略需求。本文简要介绍和分析了国内外大坝溃决研究的现状,探讨了目前研究存在的主要问题及相关研究的进一步发展趋势,并提出了需要进一步研究的几个问题。
引文
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[3]Matsuo O.Damage to river dikes[J].Soils and Founda-tions,1996,n Special:235-240.
[4]Leonards G A,Deschamps R J.Failure of cyanide overflow pond dam[J].Journal of Performance of Constructed Fa-cilities,1998,12[1]:3-11.
[5]Gens A,Alonso E E.Aznalcollar dam failure.Part2:Sta-bility conditions and failure mechanism[J].Geotech-nique,2006,56,[3]:185-201.
[6]伍修,汤湘森.土坝失事的教训[J].水利水电技术,1985[12].
[7]徐建华,王玲,徐书森,乔永杰.陕北地区的跨坝与洪水分析[J].西北水资源与水工程,2000[4].
[8]杜成斌,邱颖.梅花周边缝拱坝的破坏形式分析[J].水力发电,2002[5].
[9]傅元文.郭家河水库垮坝原因与启示[J].山西水利科技,2003[1].
[10]黄金池.板桥水库垮坝灾害的进一步反思[J].中国防汛抗旱,2005[3].
[11]邓富祥,余燕飞.黄龙坑水库垮坝失事的教训与思考[J].江西水利科技,2006[3].
[12]左秀泓,赵冬,李祖信.新疆喀什一级水电站大坝地震震害的初步分析[J].水力发电,1986[9].
[13]陈祖煜.沟后水库大坝失事实录[J].水力发电,1994[2].
[14]王玫林.沟后水库垮坝的启示[J].大坝与安全,1994[2].
[15]李君纯.青海沟后水库溃坝原因分析[J].岩土工程学报,1994[6].
[16]程应昌,漆富冬.沟后钢筋混凝土面板砂砾石坝溃决原因及其教训[J].南昌大学学报[工程技术版],1994[4].
[17]刘杰.八一水库溃坝原因分析[J].中国水利水电科学研究院学报,2004[3].
[18]刘杰.沟后水库溃坝原因初步分析[J].人民黄河,1994[7].
[19]李雷,盛金保.沟后坝砂砾料的工程特性[J].水利水运科学研究,2000[3].
[20]方新江.防汛任务重于泰山—茶山坑水库垮坝事故的教训[J].广东水利水电,2001[4].
[21]马吉刚,孙显利,李臣星.大汶河戴村坝跨坝原因及对策[J].中国农村水利水电,2002[11].
[22]Gutierrez F,Desir G,Gutierrez M.Causes of the cata-strophic failure of an earth dam built on gypsiferous alluvi-um and dispersive clays[J].Environmental Geology,2003,43[7]:842-851.
[23]Watts R,Burk K,McLaren M,Wolfe J,Zender K.Failure of the Teton dam:Geotechnical aspects[J].International Water Power and Dam Construction,2002,54[7]:30-31.
[24]Solava S,Delatte N.Lessons from the failure of the Teton Dam[A].Forensic Engineering,Proceedings of the Congress[C],2003:178-189.
[25]Uddin N.Lessons learned:Failure of a hydroelectric power project dam[J].Journal of Performance of Con-structed Facilities,2005,19[1]:69-77.
[26]宋恩来.国内几座大坝事故原因分析[J].大坝与安全,2000[02].
[27]冯国安.从天池峡垮坝看黄土高原库坝建设应注意的问题[J].中国水土保持,1989[3].
[28]袁立民,刘振军,闫文华.仁河水库粘土斜墙坝渗透破坏原因分析[J].山东水利,2002[5].
[29]陆炳群.广西水库垮坝失事原因分析探讨[J].广西水利水电,2006[2].
[30]Riha J.Comments on failures of small dams in the Czech Republic during historical flood events[A].Proceedings of the13th Conference of the British Dam Society and the ICOLD European Club Meeting[C],2004:597-608.
[31]朱世勇.北流市独门坝跨坝原因浅析及修复加固[J].大坝与安全,2006[02].
[32]Foster M,Fell R,Spannagle M.Method for assessing the relative likelihood of failure of embankment dams by piping[J].Canadian Geotechnical Journal,2000,37[5]:1025-1061.
[33]Foster M,Fell R,Spannagle M.Statistics of embank-ment dam failures and accidents[J].Canadian Geotech-nical Journal,2000,37[5]:1000-1024.
[34]Masse F,Atmatzidis D K,Krizek R J.Stability analysis of a slurry deposited dike[J].Geotechnical Special Pub-lication,1988,[21]:591-605.
[35]Tanaka T,Harada D,Masukawa S,Mori H.Dynamic and pseudo-static failure analyses of embankment dams[A].Proceedings of the4th International Conference on Dam Engineering-New Developments in Dam Engineering[C],2004:75-78.
[36]Olson S M,Stark T D,Walton W H,Castro G.1907Static liquefaction flowfailure of the North Dike of Wachu-sett Dam[J].Journal of Geotechnical and Geoenviron-mental Engineering,2000,126[12]:1184-1193.
[37]Muhunthan B,Schofield A N.Liquefaction and dam fail-ures[J].Geotechnical Special Publication,2000,[101]:266-280.
[38]Fourie A B,Blight G E,Papageorgiou G.Static lique-faction as a possible explanation for the Merriespruit tail-ings dam failure[J].Canadian Geotechnical Journal,2001,38[4]:707-719.
[39]Olalla C.Failure mechanism of the Aznalcollar Dam,Seville,Spain[J].Geotechnique,2001,51[5]:399-406.
[40]Dounias G T,Potts D M,Vaughan P R.Analysis of pro-gressive failure and cracking in old British dams[J].Geotechnique,1996,46[4]:621-640.
[41]Pekau O A,Cui Y.Failure analysis of fractured dams during earthquakes by DEM[J].Engineering Structures,2004,26[10]:1483-1502.
[42]Richards K S,Reddy K R.Slope failure of embankment dam under extreme flooding conditions:Comparison of limit equilibrium and continuum models[J].Geotechni-cal Special Publication,2005,[130-142],Geo-Fron-tiers:2987-2998.
[43]张建民,张嘎.面板堆石坝安全性评价的若干研究进展[A].中国面板堆石坝建设20周年纪念和学术研讨会论文集[C],中国水利水电出版社,2005:605-616.
[44]Wurbs R A.Dam-breach flood wave models[J].Journal of Hydraulic Engineering,1987,113[1]:29-46.
[45]Powledge G R,et al.Mechanics of overflow erosion on embankments II:Hydraulic and Design Considerations[J].Journal of Hydraulic Engineering,1989,115[8]:1056-1075.
[46]Tingsanchali T,Chinnarasri C.Numerical modelling of dam failure due to flow overtopping[J].Hydrological Sciences Journal,2001,46[1]:113-130.
[47]Smart G M.Sediment transport formula for steep channels[J].Journal of Hydraulics Division,1984,110[3]:267-276.
[48]Temple D M,Hanson G J.Headcut development in vege-tated earth spillways[J].Applied Engineering in Agri-culture,1994,10[5]:677-682.
[49]Marche C,et al.Simulation of dam failures in multidike reservoirs arranged in cascade[J].Journal of Hydraulic Engineering,1997,123[11]:950-961.
[50]Marche C,Gagnon J,Quach T-T,Kahawita R,Beauchemin P.Simulation of dam failures in multidike res-ervoirs arranged in cascade[J].Journal of Hydraulic En-gineering,1997,123[11]:950-961.
[51]Pastor M,Quecedo M,FernandezMerodo J A,Herrores M I,Gonzalez E,Mira P.Modelling tailings dams and mine waste dumps failures[J].Geotechnique,2002,52[8]:579-591.
[52]Franca M J,Almeida A B.A computational model of rockfill dam breaching caused by overtopping[J].Jour-nal of Hydraulic Research,2004,42[2]:197-206.
[53]Wang Z G.,Bowles D S.Three-dimensional non-cohe-sive earthen dam breach model.Part1:Theory and meth-odology[J].Advances in Water Resources,2006,29[10]:1528-1545,.34
[54]Cao Z X,Pender G,Wallis S,Carling P.Computational dam-break hydraulics over erodible sediment bed[J].Journal of Hydraulic Engineering,American Society of Civil Engineers,2004,130[7],689-703.
[55]Cao Z X,Yue Z Y,Lin X,Che T.Two-dimensional mathematical modelling of flooding over erodible sediment bed[A].32nd IAHR Congress,Venice[C],Italy,2007.
[56]Macchione F,Viggiani G.Simple modelling of dam fail-ure in a natural river[J].Water Management,2004,157[1]:53-60.
[57]Macchione F,Viggiani G.Simple modelling of dam fail-ure in a natural river[A].Proceedings of the Institution of Civil Engineers-Water Management[C],2004,157[1]:55-62.
[58]Walder J S,O'Connor J E,Costa J E.Physically-based method for predicting peak discharge of floods caused by failure of natural and constructed earthen dams[J].IAHS Publication[International Association of Hydrologi-cal Sciences],1997,[239]:217-224.
[59]Capart H,Young D L.Formation of a jump by the dam-break wave over a granular bed[J].J.Fluid Mech.,1998,372,165?187.
[60]Valiani A,Caleffi V,Zanni A.Case study:Malpasset dam-break simulation using a two-dimensional finite vol-ume method[J].Journal of Hydraulic Engineering,ASCE,2002,128[5]:460-472.
[61]Fraccarollo L,Capart H.Riemann wave description of erosional dam-break flows[J].Journal of Fluid Mechan-ics,2002,461:183-228.
[62]Ellingwood B,Corotis R B,Boland J,Jones N P.Assessing cost of dam failure[J].Journal of Water Resources Planning and Management,1993,119[1]:64-82.
[63]Thompson K D,Stedinger J R,Heath D C.Evaluation and presentation of dam failure and flood risks[J].Jour-nal of Water Resources Planning and Management,1997,123[4]:216-227.
[64]Little T E,Meidal K M.Seismic ground motion studies for assessing failure probability of an earth dam[J].Geotechnical Special Publication,1998,2:1439-1450.
[65]Busch L A.Experiencing the Teton dam failure[J].In-ternational Water Power and Dam Construction,2002,54[8]:38-41.
[66]Lima ML.Dam failure versus flood risk perception[A].Proceedings of the International NATO Workshop on Dams and Safety Management at Downstream Valleys[C],1997:103-110.
[67]李春生,刘照亮,张延.关门山水库溃坝风险分析与计算[J].沈阳农业大学学报,2003[2].
[68]Macklin M,Brewer P A,Balteanu D,Coulthard T J,Driga B,Howard A J,Zaharia S.The long term fate and environmental significance of contaminant metals released by the January and March2000mining tailings dam fail-ures in Maramures County,upper Tisa Basin,Romania[J].Applied Geochemistry,2003,18[2]:241-257.
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