水波冲击近岸防御结构的数值模拟

Marc Batlle-Martin, G. Pinon, J. Réveillon
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引用次数: 0

摘要

本文旨在用计算流体力学为振荡水柱设计提供初步指导。OpenFOAM首先用于分析重现不规则海况的可行性。为此目的使用了圣让德卢兹岛近岸浮标的历史数据。同时,模拟了面对规则波的振荡水柱的大尺度几何形状。介绍了数值工具性能的优点和缺点,并确定了一个起点,以重现更真实的风暴事件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical simulation of water waves impact on near-shore defensive structures
: This paper aims to give initial guidelines for oscillating water column design using computational fluid dynamics. OpenFOAM have been used to analyse, first, the feasibility to reproduce an irregular sea state. Historical data from a near-shore buoy on Saint-Jean-de-Luz has been used for this purpose. Also, an Oscillating Water Column large scale geometry has been simulated facing regular waves. Strengths and weaknesses regarding the numerical tool performance are presented and settle a point of departure to reproduce a more realistic storm event.
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