首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >FLOW GEOMETRY OF OVERFLOWING TSUNAMIS AROUND COASTAL DYKES
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FLOW GEOMETRY OF OVERFLOWING TSUNAMIS AROUND COASTAL DYKES

机译:沿海堤岸上溢水堤的流动几何

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Japan has a long stretch of coastal dykes along its shoreline to protect against many types of coastal disasters. The 2011 Tohoku Tsunami caused serious damage to these coastal dykes along the long coastaline. One of the main reasons of the coastal dyke failure was overflowing tsunamis. Thus, after the 2011 Tohoku Tsunami, many studies on coastal dyke failure due to overflowing tsunamis have been conducted. The present study aimed to analyze the basic hydraulic characteristics of overflowing tsunamis on coastal dykes. First, the characteristics of overflowing tsunamis on coastal dykes observed during the 2011 tsunami were described using field data. The field data showed that there were different types of overflowing tsunamis during the 2011 tsunami and these types could be related to coastal dyke failure. Then, flow geometry were discussed based on the classification presented by Hom-ma (1940). Finally, the relationships between the hydraulic characteristics of overflowing tsunamis around coastal dykes (velocity field and pressure profile) and coastal dyke failure were discussed in detail by means of both laboratory investigations and numerical experiments.
机译:日本沿海岸线有很长的沿海堤防,可以抵御多种类型的沿海灾害。 2011年的东北海啸对沿海岸带的这些沿海堤防造成了严重破坏。沿海堤防失败的主要原因之一是海啸泛滥。因此,在2011年东北海啸之后,已经进行了许多关于因海啸溢出而引起的沿海堤防破坏的研究。本研究旨在分析沿海堤防溢流海啸的基本水力特征。首先,使用现场数据描述了在2011年海啸期间观测到的沿海堤防海啸溢出特征。现场数据显示,2011年海啸期间有多种类型的海啸溢流,这些类型可能与沿海堤防破坏有关。然后,根据Hom-ma(1940)提出的分类讨论了流动几何。最后,通过实验室研究和数值实验,详细讨论了沿海堤防溢流海啸的水力特性(速度场和压力剖面)与沿海堤防破坏之间的关系。

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