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首页> 外文期刊>KSCE journal of civil engineering >Hybrid Approach for Tsunami Protection: Effect of Embankment-type Seawall and Vegetation on Tsunami Reduction
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Hybrid Approach for Tsunami Protection: Effect of Embankment-type Seawall and Vegetation on Tsunami Reduction

机译:海啸保护的混合方法:堤防型海堤和植被对海啸减少的影响

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摘要

A hybrid system for tsunami mitigation made up of a seawall and a vegetation belt (Pohutukawa trees) was numerically modeled and analysed to see how it performed under a simplified tsunami wave. The seawall and vegetation belt properties in the mitigation system were varied and subjected to different tsunami periods and beach slopes to reflect a New Zealand context. The modelling results suggest that larger seawalls in the mitigation system reduced tsunami inundation lengths thus run-up heights, and damage forces considerably more than smaller seawalls. Vegetation belts in the system did not contribute to reducing tsunami inundation lengths. Longer vegetation belts did however reduce the damage force of the tsunami. Individually, the seawall structure played a more significant role than the Pohutukawa vegetation belt in the mitigation system.
机译:对海堤和植被带(Pohutukawa树)组成的海啸缓解混合系统进行了数值模拟和分析,看看它在简化海啸波下进行。缓解系统中的海堤和植被带性质变化,并经受不同的海啸时期和海滩坡,以反映新西兰背景。建模结果表明,缓解系统中的较大海堤减少了海啸淹没长度,从而降低了高度,并且损坏力远远超过较小的海堤。系统中的植被带没有促进减少海啸淹没长度。然而,较长的植被带确实减少了海啸的损害力。单独地,海堤结构比缓解系统中的浦杜川植被带发挥了更大的作用。

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