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Hazards from lakes and reservoirs: new interpretation of the Vaiont disaster 被引量:4
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作者 Alan P.DYKES Edward N.BROMHEAD 《Journal of Mountain Science》 SCIE CSCD 2022年第6期1717-1737,共21页
Hazards in reservoirs and lakes arising from subaerial landslides causing impact waves(or ‘lake tsunamis’) are now well known, with several recent examples having been investigated in detail. The potential scale of ... Hazards in reservoirs and lakes arising from subaerial landslides causing impact waves(or ‘lake tsunamis’) are now well known, with several recent examples having been investigated in detail. The potential scale of such hazards was not widely known at the time of the Vaiont dam project in the 1950s and early 1960s, although a small wave triggered by a landslide at another new reservoir nearby in the Dolomites(northern Italy) drew the possible hazard to the attention of the Vaiont project’s managers. The Vaiont disaster in 1963 arose from a combination of disparate and seemingly unrelated factors and circumstances that led to an occurrence that could not have been imagined at that time. The ultimate cause was a very large landslide moving very rapidly into a reservoir and displacing the water. The resulting wave overtopped the dam to a height of around 175 m and around 2000 people were killed. This paper identifies and examines all of the issues surrounding the Vaiont dam and landslide in order to identify causal factors, contributory factors(including aggravating factors) and underlying factors. In doing so, it demonstrates that the disaster arose from the Vaiont dam project and cannot be attributed simply to the landslide. Underlying geological factors gave rise to the high speed of the landslide, which would have occurred anyway at some time. However, without the contributory factors that account for the presence of the reservoir, i.e. the choice of location for the project and management of the project with respect to a possible landslide hazard, there would have been no disaster. Indeed, the disaster could have been avoided if the reservoir could have been emptied pending further ground investigations. Understanding of this case provides many lessons for future dam projects in mountainous locations but also highlights an ongoing and perhaps under-appreciated risk from similar events involving other water bodies including geologically recent lakes formed behind natural landslide dams. 展开更多
关键词 vaiont landslide Impulse wave Lake tsunami Dam project Causal factors for disaster
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意大利瓦依昂滑坡研究综述 被引量:8
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作者 肖诗荣 魏瑞琦 +1 位作者 李莹 杨璇喆 《人民长江》 北大核心 2023年第4期130-140,共11页
1963年10月发生的意大利瓦依昂滑坡是水电开发史上的转折点,更是地质灾害研究和防治历史上的新起点。对瓦依昂滑坡的研究进程进行了梳理,归纳和总结了主要研究成果。结果表明:60余年来,关于瓦依昂滑坡的研究取得了丰富的成果,其中对于... 1963年10月发生的意大利瓦依昂滑坡是水电开发史上的转折点,更是地质灾害研究和防治历史上的新起点。对瓦依昂滑坡的研究进程进行了梳理,归纳和总结了主要研究成果。结果表明:60余年来,关于瓦依昂滑坡的研究取得了丰富的成果,其中对于滑坡地质结构和地质模型形成了基本一致的共识;但学术界对于该滑坡成因、变形机理和高速滑动机理还存在着完全不同的研究结论和假说。对于滑坡成因,主要包括库水为主诱发和降雨为主诱发两种成因机制;对于滑坡启动变形机理,主要有滑带土饱水软化导致抗剪强度衰减进而启动滑坡变形和孔隙水压力作用启动滑坡位移两种观点;而对于滑坡高速滑动机理,主要包括摩擦生热孔隙水增压及汽垫效应,以及滑带峰残强降剧动启程+速度劣化强度复合加速效应两种假说。此外,还对瓦依昂滑坡的进一步研究方向和要点进行了探讨和展望。研究成果可为指导特大灾难性顺层滑坡的预测预警及防治提供参考。 展开更多
关键词 瓦依昂滑坡 滑坡成因 变形机理 高速滑动机理 特大顺层滑坡
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