首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >LOCALLY CONCENTRATED DAMAGE AT SHIMONIIKAWA COAST, TOYAMA BAY, JAPAN DUE TO GIANT SWELL WAVES
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LOCALLY CONCENTRATED DAMAGE AT SHIMONIIKAWA COAST, TOYAMA BAY, JAPAN DUE TO GIANT SWELL WAVES

机译:由于巨浪波动,日本丰山湾下关川海岸的局部集中损坏

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This paper summarizes results of the preliminary research work, which was completed on identifying and assessing the details of locally concentrated damage along the Shimoniikawa coast, Toyama Bay, Japan due to high swell waves (Yorimawari waves, in Japanese), which occurred on 24th February 2008. A comprehensive analysis has been performed on water surface elevations converted from the total water pressure data, which were obtained at Tanaka observation point from 14th February a€“ 29th February 2008 to investigate the strength of these waves. The spectrum analysis showed a perceptible development of long wave components during this event, which was generated by the nonlinear (secondary) interactions of free waves. Several other mechanisms were also found to be in existence, which were responsible for the high wave overtopping and damage due to concentration of waves at some sites along the Shimoniikawa coast. Furthermore, numerical simulations have been performed to verify the wave transformation and concentration of waves at damaged sites using a model developed based on Nwogu (1993) Boussinesq-type equations.
机译:本文总结了初步研究工作的结果,该工作旨在确定和评估2月24日发生在日本富山湾下moniikawa海岸的高浓浪(Yorimawari波)造成的局部集中破坏的细节。 2008年。对从总水压数据转换而来的水面高程进行了综合分析,这些数据是从2008年2月14日至2月29日在田中观测点获得的,以调查这些波浪的强度。频谱分析显示在此事件中长波分量的可察觉发展,这是由自由波的非线性(次级)相互作用产生的。还发现存在其他几种机制,这些机制是造成高潮过顶和由于在Shimoniikawa沿海某些地点集中波浪造成的破坏的原因。此外,已经进行了数值模拟,以使用基于Nwogu(1993)Boussinesq型方程式开发的模型来验证波在受损部位的转换和集中。

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