首页> 外文会议>28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums Vol.2 Jul 7-12, 2002 Cardiff, Wales >BREAKING WAVE EVOLUTION OVER MONOLITHIC SUBMERGED BREAKWATERS: AN EXPERIMENTAL AND NUMERICAL STUDY
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BREAKING WAVE EVOLUTION OVER MONOLITHIC SUBMERGED BREAKWATERS: AN EXPERIMENTAL AND NUMERICAL STUDY

机译:整体式水下潜水器的破裂波演变:一项实验和数值研究

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摘要

The present paper presents an experimental and numerical study of partial wave reflection and transmission for monolithic rectangular submerged breakwaters located in the nearshore region. The study is based on large-scale experiments that have been conducted in Universitat Politecnica de Catalunya, Laboratory de Ingeneria Maritima (LIM-UPC). The most important conclusion, deduced by the experiments, is that the main energy dissipation mechanism is the wave breaking due to the presence of the structure. The numerical approach of the problem is based on a higher order Boussinesq type of equations. The comparison between model results and experimental data shows that the model is able to describe breaking and non breaking wave deformation passing over a submerged breakwater.
机译:本文提出了位于近岸区域的整体矩形淹没式防波堤的部分波反射和透射的实验和数值研究。这项研究基于在加拿大海洋工程实验室(LIM-UPC)的加泰罗尼亚理工大学进行的大规模实验。通过实验得出的最重要的结论是,主要的能量耗散机制是由于结构的存在而导致的波浪破碎。该问题的数值方法基于更高阶的Boussinesq类型的方程。模型结果与实验数据的比较表明,该模型能够描述穿过水下防波堤的破裂和非破裂波变形。

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