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Tsunami runup in narrow bays: the case of Samoa 2009 tsunami

机译:狭窄海湾的海啸爆发:以萨摩亚2009年海啸为例

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摘要

Abnormal tsunami amplification and runup in narrow bays is studied with respect to the Samoa tsunami of 29 September 2009. The data of the tide gauge in Pago Pago harbour are used to calculate wave runup in the city of Pago Pago (Tutuila, American Samoa) for two approximations of the bottom topography: a plane beach and a narrow bay. Theoretical estimates of tsunami runup are compared with field survey data for the 2009 Samoa tsunami. It is shown that both formulations result in equally good estimates of runup, having approximately the same difference with the field measurements. However, the narrow bay model presents more wave amplification and, consequently, runup, which is the main observation of the field survey. The differences in estimated shoreline velocity, travel time and wave breaking regime, calculated in the framework of these two approximations, are also discussed. It is concluded that wave runup in narrow bays should be calculated by the corresponding formulas, which should be taken into account by tsunami early warning systems.
机译:针对2009年9月29日的萨摩亚海啸,研究了狭窄海湾中异常海啸的放大和上升。利用帕果帕果港口的潮汐仪数据来计算帕戈帕果市(美属萨摩亚图图伊拉)的波浪上升。底部地形的两个近似值:平面海滩和狭窄的海湾。将海啸爆发的理论估计值与2009年萨摩亚海啸的现场调查数据进行了比较。结果表明,这两种公式都可以得出相同的良好的运行估算,与现场测量结果几乎具有相同的差异。但是,窄湾模型呈现出更多的波放大作用,因此波幅增大,这是现场调查的主要观察结果。还讨论了在这两个近似值的框架内计算得出的估计海岸线速度,行进时间和波浪破碎形式的差异。得出的结论是,应根据相应的公式计算狭窄海湾的波径,海啸预警系统应将其考虑在内。

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