Numerical simulation on the influence of artificial island on reef hydrodynamics

IF 4.3 2区 工程技术 Q1 ENGINEERING, OCEAN Applied Ocean Research Pub Date : 2024-10-18 DOI:10.1016/j.apor.2024.104266
Gancheng Zhu , Bing Ren , Hongjie Wen , Pengzhi Lin
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Abstract

The construction of artificial island can greatly change the reef hydrodynamics, leading to increased water level and wave height as well as changes in flow field distribution. These alterations can affect sediment transport on the reef, and increase the risk of overtopping and structure instability. A numerical model based on the Reynolds Averaged Navier-Stokes (RANS) equations and k-ε turbulence closure model was developed to investigate the influence of artificial island on reef hydrodynamics. The numerical model was validated against the experimental results of wave height, mean water level, and wave breaking morphology. Detailed flow field, wave height, and wave set-up in front of artificial island were further analyzed based on the validated model. After building the reef-top structure, the wave breaking and offshore currents at reef edge were amplified. The flow stratification and increase of the wave set-up were also found on the reef flat. Furthermore, we found the relationship between maximum flow velocities on the reef flat and incoming wave conditions could be characterized by two non-dimensional parameters: |u¯|max/g(η¯+hr), (η¯+hr)/Hi.
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人工岛对珊瑚礁流体力学影响的数值模拟
人工岛的建设会极大地改变礁石的流体力学,导致水位和波浪高度的增加以及流场分布的变化。这些变化会影响礁石上的沉积物输送,增加倾覆和结构失稳的风险。为研究人工岛对珊瑚礁水动力的影响,建立了基于雷诺平均纳维-斯托克斯(RANS)方程和 k-ε 湍流闭合模型的数值模型。根据波高、平均水位和破浪形态的实验结果对数值模型进行了验证。在验证模型的基础上,进一步分析了人工岛前的详细流场、波高和波形。建造礁顶结构后,礁石边缘的破浪和离岸流被放大。在礁石平地上还发现了流动分层和波浪起伏增大的现象。此外,我们还发现礁盘上的最大流速与来波条件之间的关系可以用两个非维度参数来表征:|u¯|max/g(η¯+hr), (η¯+hr)/Hi.
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来源期刊
Applied Ocean Research
Applied Ocean Research 地学-工程:大洋
CiteScore
8.70
自引率
7.00%
发文量
316
审稿时长
59 days
期刊介绍: The aim of Applied Ocean Research is to encourage the submission of papers that advance the state of knowledge in a range of topics relevant to ocean engineering.
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