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Experimental study on breakwater against overflow and high waves

机译:防溢和高波浪防堤的实验研究

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In 2011, big tsunamis caused by the East Japan Earthquake attacked coasts with serious harms. If big waves had compounded with such huge tsunamis, the damage must have been more terrible. And, in recently years, big storms increasingly occur with significant disasters due to the climate change. Such a complex disaster may damage unexpectedly to coastal structures; nevertheless, the detail of the mechanism has not been studied sufficiently. Thus, in this paper, we performed hydraulic experiments, which target on the horizontal wave forces acting on a caisson and the mechanism of the suffering process of the armoring units, which cover the mound behind the caisson. From the results of the experiments, it is shown that the horizontal wave forces by the mixture phenomena increased comparing with that by only overflow in spite of the similar overflowing depth, which is defined by the sum of the overflowing depth and the one side wave height of the mixture phenomena. In addition, the experiments show the deteriorated suffering process of armoring units.
机译:2011年,东日本东日本地震造成的大海啸袭击了严重危害的海岸。如果大浪与如此巨大的海啸复合,损害必须更加可怕。而且,在近年来,由于气候变化,大风暴越来越受到严重灾害。这种复杂的灾难可能意外地造成沿海地组;然而,尚未充分研究机制的细节。因此,在本文中,我们进行了液压实验,该水力实验靶向作用在沉箱上的水平波力和装甲单元的痛苦过程的机制,该机构覆盖沉箱后面的土墩。从实验结果中,示出了通过仅通过仅溢流的深度和一个侧波高度限定的溢出的溢出来增加混合物现象的水平波力增加。混合物现象。此外,实验表明了装甲单元的劣化过程。

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