Numerical Investigation of the Attenuation of Tsunami-like Waves by a Vegetated, Sloped Beach

IF 2.1 4区 工程技术 Q2 GEOCHEMISTRY & GEOPHYSICS Journal of Earthquake and Tsunami Pub Date : 2022-04-22 DOI:10.1142/s179343112140008x
W. Y. Sun, K. Qu, S. Kraatz, G. Y. Lan, C. B. Jiang
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Abstract

Tsunamis, such as the 2004 Indian and 2011 Japan tsunamis, routinely cause severe damage along coasts. Coastal vegetation serves as an excellent, naturally occurring protection from tsunamis. However, prior studies focusing on the wave attenuation by vegetation assumed that solitary waves would adequately represent the major aspects of tsunamis. However, there are substantial differences between solitary tsunami waves with regards to their wave profiles and how it evolves with time. This study aims to improve our understanding of the wave-vegetation interactions by employing a more realistic wave profile (tsunami-like instead of solitary). This work uses measurements obtained during the 2011 Japan tsunami to parameterize the observed tsunami-like wave profile, which is then used to investigate the wave-vegetation interaction on a sloped beach, using a nonhydrostatic wave (NHWAVE) model. The work investigates the efficiency of vegetated sloped beach in mitigating the maximum run-up height and total wave energy as function of wave height, water depth, vegetation width, vegetation density and wave model (solitary vs. tsunami-like). Results show that a vegetated sloped beach is effective in reducing the wave energy of both kinds of waves. However, when a solitary wave is used, the vegetation patch is shown to be relatively better at attenuating wave energy and in reducing maximum run-up heights. The findings indicate that the solitary wave model overestimates protections afforded by coastal vegetation, and that it underestimates maximum run-up heights. The findings drawn from this study further broaden our understanding on the wave attenuation of tsunami surges and waves by a vegetated sloped beach.

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坡滩植被对类海啸波衰减的数值研究
海啸,比如2004年的印度海啸和2011年的日本海啸,通常会对沿海地区造成严重破坏。沿海植被是抵御海啸的天然屏障。然而,先前的研究主要集中在植被对波浪的衰减上,认为孤立波可以充分代表海啸的主要方面。然而,孤立海啸波在波浪剖面及其随时间的演变方面存在实质性差异。本研究旨在通过采用更真实的波浪剖面(类似海啸而不是孤立的)来提高我们对波浪-植被相互作用的理解。这项工作使用2011年日本海啸期间获得的测量数据来参数化观测到的类似海啸的波浪剖面,然后使用非流体静力波(NHWAVE)模型来研究倾斜海滩上的波浪-植被相互作用。本文研究了植被斜坡海滩在降低最大上升高度和总波能方面的效率,并将其作为波高、水深、植被宽度、植被密度和波浪模式(孤立与海啸样)的函数。结果表明,植被覆盖的坡滩能有效降低两种波浪的波能。然而,当使用孤立波时,植被斑块在衰减波能量和降低最大上升高度方面表现出相对较好的效果。研究结果表明,孤立波模型高估了海岸植被提供的保护,而低估了最大上升高度。本研究结果进一步拓宽了我们对坡滩植被对海啸浪波衰减的认识。
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来源期刊
Journal of Earthquake and Tsunami
Journal of Earthquake and Tsunami 地学-地球化学与地球物理
CiteScore
2.60
自引率
13.30%
发文量
38
审稿时长
>12 weeks
期刊介绍: Journal of Earthquake and Tsunami provides a common forum for scientists and engineers working in the areas of earthquakes and tsunamis to communicate and interact with one another and thereby enhance the opportunities for such cross-fertilization of ideas. The Journal publishes original papers pertaining to state-of-the-art research and development in Geological and Seismological Setting; Ground Motion, Site and Building Response; Tsunami Generation, Propagation, Damage and Mitigation, as well as Education and Risk Management following an earthquake or a tsunami. We welcome papers in the following categories: Geological and Seismological Aspects Tectonics: (Geology - earth processes) Fault processes and earthquake generation: seismology (earthquake processes) Earthquake wave propagation: geophysics Remote sensing Earthquake Engineering Geotechnical hazards and response Effects on buildings and structures Risk analysis and management Retrofitting and remediation Education and awareness Material Behaviour Soil Reinforced concrete Steel Tsunamis Tsunamigenic sources Tsunami propagation: Physical oceanography Run-up and damage: wave hydraulics.
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