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Impacts on a storm wall caused by non-breaking waves overtopping a smooth dike slope

机译:不间断的海浪超过光滑的堤防坡面对防暴墙的影响

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摘要

Will coastal towns survive the rising pressure, or better, the rising sea level in future decades? Waves overtop dikes, and the overtopping flow on the crest of the dike can cause damage. Wave impacts from these overtopping flows already became of interest in coastal engineering the past few years, but very little literature and almost no design formulae are available yet for irregular waves. This paper gives such design formulae for practical use. Experimental modeling at three different scales (small, middle and large scale) has been carried out to measure such impacts. The tested geometry was a smooth sloping dike (only non-breaking waves) with a promenade at crest level and a storm wall at the end of this promenade.
机译:在未来几十年中,沿海城镇是否能承受不断上升的压力,或者更好的承受海平面上升的压力?波浪冲过堤防,堤顶上的溢流会造成损坏。在过去的几年中,来自这些超顶流动的波浪冲击已经引起沿海工程的关注,但是对于不规则波浪,很少有文献报道,几乎没有设计公式可用。本文给出了实际使用的设计公式。已经进行了三种不同规模(小,中和大规模)的实验建模,以测量这种影响。测试的几何形状是光滑的堤坝(只有不间断的波浪),在堤顶处有一条长廊,在长廊的尽头有一个防暴墙。

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