A coupled numerical model for interactions between waves and flexible vegetation blades

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Huiran Liu, Pengzhi Lin
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引用次数: 0

Abstract

In this study, we developed a 2-D fully coupled numerical model to investigate interactions between waves and flexible vegetation. The model integrates a flexible vegetation dynamics model—capable of simulating large deflections of vegetation blades under external forcing—into the Reynolds-Averaged Navier-Stokes (RANS) fluid solver NEWFLUME. A two-way coupling methodology transfers hydrodynamic fluid forces to drive blade motion, while the reactive forces from the blade are incorporated as source terms in the fluid momentum equations. The model was validated against experimental data for flexible vegetation under regular wave conditions, demonstrating its capability to predict blade deformation and wave attenuation characteristics. Numerical experiments across a wide range of Cauchy numbers (0.01–10,000) revealed distinct behavioral regimes in how vegetation flexibility affects wave attenuation. When Ca < 1, flexible vegetation behaves similarly to rigid vegetation, whereas Ca > 1 exhibits power-law decay in both wave attenuation rate and hydrodynamic forces. Highly flexible vegetation exhibits up to an 81 % reduction in wave height attenuation rate compared to rigid conditions, with blade motion patterns transitioning from cantilever beam-like oscillations to complex whip-like motions as flexibility increases. Further validation with large-scale experiments confirmed the model's ability to simulate irregular wave attenuation through a flexible vegetation domain. The model captured complex hydrodynamic features, including three-layer mean flow structures under irregular wave conditions and velocity amplification at blade tips that exceed local flow velocities in highly flexible vegetation.
波浪与柔性植被叶片相互作用的耦合数值模型
在这项研究中,我们建立了一个二维全耦合数值模型来研究波浪与柔性植被之间的相互作用。该模型将一个灵活的植被动力学模型集成到reynolds - average Navier-Stokes (RANS)流体求解器NEWFLUME中,该模型能够模拟植被叶片在外力作用下的大挠度。双向耦合方法将流体动力流体力传递到驱动叶片运动,而来自叶片的反作用力作为源项纳入流体动量方程。通过常规波浪条件下柔性植被的实验数据验证了该模型对叶片变形和波浪衰减特性的预测能力。在柯西数(0.01-10,000)的大范围内进行的数值实验揭示了植被灵活性如何影响波衰减的不同行为机制。当Ca <;1、柔性植被的行为与刚性植被相似,而Ca >;1波浪衰减率和水动力均呈幂律衰减。与刚性条件相比,高度灵活的植被表现出高达81%的波高衰减率降低,随着灵活性的增加,叶片运动模式从悬臂梁状振荡转变为复杂的鞭子状运动。通过大规模实验的进一步验证证实了该模型通过灵活植被域模拟不规则波衰减的能力。该模型捕获了复杂的水动力特征,包括不规则波浪条件下的三层平均流动结构和高度柔性植被中叶片尖端超过局部流速的速度放大。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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