Analysis of Structures in Very Shallow Water: CFD Analysis of Wave Propagation and Breaking Waves

Magnus Johannesen, Øystein Lande
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Abstract

Structures installed in very shallow water are experiencing forces from a very disturbed flow field, including rapidly changing gradients and breaking waves. Estimating loads on these structures usually involves running full 3D CFD analyses to predict the flow field and calculate the forces. This paper is comparing a full 3D CFD simulation using OpenFOAM to a novel method of wave propagation with a multilayer solver based on Basilisk in order to establish the applicability of such a method in estimating loads on structures in shallow water. By applying the multilayer method the analysis time is reduced so much that one can estimate kinematics with a statistical approach where one analyses a wide range of sea states to estimate loading on the structure. This approach is common in deep water where much of the kinematics are simplified.
浅水结构分析:波浪传播和破波的CFD分析
安装在非常浅的水域的结构正在经历来自非常扰动的流场的力,包括快速变化的梯度和破碎的波浪。估计这些结构的载荷通常需要运行完整的3D CFD分析来预测流场并计算力。本文将基于OpenFOAM的全三维CFD模拟与基于Basilisk的多层求解器的波浪传播新方法进行比较,以确定该方法在浅水结构荷载估计中的适用性。通过应用多层方法,分析时间大大减少,人们可以用统计方法来估计运动学,其中人们可以分析大范围的海况来估计结构上的载荷。这种方法在深水中很常见,其中许多运动学都被简化了。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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