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海啸及风暴潮灾害简介 总被引：5，自引：0，他引：5
地震海啸和风暴潮是严重的海洋灾害，2004年底印度洋大海啸更是震撼了全世界。本文对海啸和风暴潮的定义、性质、特征、历史上和近代的严重海啸及风暴潮灾害作了简单介绍。指出建立和完善海啸和风暴潮预警系统，可以在一旦海啸和风暴潮发生后，提前发出警报信息，争取到几十分钟甚至几十小时时间，从而极大地减轻海啸和风暴潮灾害。 相似文献
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2004年12月26日印度尼西亚地震海啸灾害考察 总被引：5，自引：0，他引：5
林均岐 《地震工程与工程振动》2005,25(2):30-33
印度洋地震海啸的灾害是严重的。本文介绍了印度尼西亚在这次地震海啸中的灾害情况，包括建筑物的破坏、生命线工程的破坏等。最后提出了几点建议。 相似文献
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地震海啸灾害及其研究概述 总被引：1，自引：0，他引：1
１９９８年７月１７日,西北太平洋巴布亚新几内亚近海地区发生７．１级地震,并引发海啸,造成严重的生命和财产损失,约有３０００－５００人死亡或失踪,５座村庄被巨浪蚕没,本文介绍了这次地震海啸破坏情况,国内外历史上大地震海啸灾害,简述了有关专家对巴地地震海啸追踪研究的初步结果和评论。 相似文献
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广东省地震海啸危险分析与监测预警系统构想 总被引：1，自引：0，他引：1
对广东省地震海啸的潜在危险进行了分析,认为广东省可能面临的海啸威胁主要来自南海东部。一旦发生地震海啸,将出现重大的灾害,并对广东省的社会和经济产生巨大的影响。提出了建立广东省地震海啸监测预警系统的初步构想。 相似文献
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基于强震台网的我国沿海海啸走时预警 总被引：4，自引：1，他引：4
经济快速发展的中国沿海地区,面临着潜在海啸袭击危险。海啸传播走时分析是海啸预警系统的重要组成部分。本文基于强震台网提供的地震要素,从理论上讨论海啸预警时间计算方法。在球坐标系下,建立了远洋海啸传播模型,采用差分技术,实现远洋海啸传播数值模拟,首次针对我国主要城市进行了海啸走时计算,分析了我国沿海走时特点,指出了未来发生在太平洋的远洋海啸对我国的长江三角洲会有较大影响。本文计算海啸走时方法可以为我国建设的新一代基于数值海啸预警系统提供技术支持。 相似文献
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地震海啸监测预警现状与进展 总被引：3，自引：2，他引：1
2004年12月26日印度洋地震大海啸引起了全世界公众的关注和政府的重视,如何预防地震海啸造成的灾害,建立有效的预警机制,成为政府和社会关注的话题。介绍了国内外地震海啸监测预警的历史、现状与当前的发展方向。 相似文献
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Toshihiko Shimamoto Akito Tsutsumi Eiko Kawamoto Masahiro Miyawaki Hiroshi Sato 《Pure and Applied Geophysics》1995,144(3-4):665-691
Detailed field work at Okushiri Island and along the southwest coast of Hokkaido has revealed quantitatively (1) the advancing direction of tsunami on land, (2) the true tsunami height (i.e., height of tsunami, excluding its splashes, as measured from the ground) and (3) the flow velocity of tsunami on land, in heavily damaged areas. When a Japanese wooden house is swept away by tsunami, bolts that tie the house to its concrete foundation resist until the last moment and become bent towards the direction of the house being carried away. The orientations of more than 850 of those bent bolts and iron pipes (all that can be measured, mostly at Okushiri Island) and fell-down direction of about 400 trees clearly display how tsunami behaved on land and caused serious damage at various places. The true tsunami height was estimated by using several indicators, such as broken tree twigs and a window pane. The flow velocity of tsunami on land was determined by estimating the hydrodynamic force exerted on a bent handrail and a bent-down guardrail by the tsunami throughin situ strength tests.Contrary to the wide-spread recognition after the tsunami hazard, our results clearly indicate that only a few residential areas (i.e., Monai, eastern Hamatsumae, and a small portion at northern Aonae, all on Okushiri Island) were hit by a huge tsunami, with true heights reaching 10 m. Southern Aonae was completely swept away by tsunami that came directly from the focal region immediately to the west. The true tsunami height over the western sea wall of southern Aonae was estimated as 3 to 4 m. Northern Aonae also suffered severe damage due to tsunami that invaded from the corner zone of the sand dune (8 m high) and tide embankment at the northern end of the Aonae Harbor. This corner apparently acted as a tsunami amplifier, and tide embankment or breakwater can be quite dangerous when tsunami advances towards the corner it makes with the coast. The nearly complete devastation of Inaho at the northern end of Okushiri Island underscored the danger of tsunami whose propagation direction is parallel to the coast, since such tsunami waves tend to be amplified and tide embankment or breakwater is constructed low towards the coast at many harbors or fishing ports. Tsunami waves mostly of 2 to 4 m in true height swept away Hamatsumae on the southeast site of Okushiri Island where there were no coastal structures. Coastal structures were effective in reducing tsunami hazard at many sites. The maximum flow velocity at northern Aonae was estimated as 10 to 18 m/s (Tsutsumi
et al., 1994), and such a high on-land velocity of tsunami near shore is probably due to the rapid shallowing of the deep sea near the epicentral region towards Okushiri Island. If the advancing direction, true height, and flow velocity of tsunami can be predicted by future analyses of tsunami generation and progagation, the analyses will be a powerful tool for future assessment of tsunami disasters, including the identification of blind spots in the tsunami hazard reduction. 相似文献
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Armin Freundt Wilfried Strauch Steffen Kutterolf Hans-Ulrich Schmincke 《Pure and Applied Geophysics》2007,164(2-3):527-545
This paper emphasizes the fact that tsunamis can occur in continental lakes and focuses on tsunami triggering by processes
related to volcanic eruptions and instability of volcanic edifices. The two large lakes of Nicaragua, Lake Managua and Lake
Nicaragua, host a section of the Central American Volcanic Arc including several active volcanoes. One case of a tsunami in
Lake Managua triggered by an explosive volcanic eruption is documented in the geologic record. However, a number of events
occurred in the past at both lakes which were probably tsunamigenic. These include massive intrusion of pyroclastic flows
from Apoyo volcano as well as of flank-collapse avalanches from Mombacho volcano into Lake Nicaragua. Maar-forming phreatomagmatic
eruptions, which repeatedly occurred in Lake Managua, are highly explosive phenomena able to create hugh water waves as was
observed elsewhere. The shallow water depth of the Nicaraguan lakes is discussed as the major limiting factor of tsunami amplitude
and propagation speed. The very low-profile shores facilitate substantial in-land flooding even of relatively small waves.
Implications for conceiving a possible warning system are also discussed. 相似文献