基于光滑粒子流体力学的多孔人工鱼礁波构相互作用数值研究

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Jianjun Huang , Ryan J. Lowe , Marco Ghisalberti , Jeff E. Hansen , Corrado Altomare
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引用次数: 0

摘要

多孔人工珊瑚礁越来越多地用于基于自然的海岸保护,因为它们能够减弱海浪,同时为海洋物种提供栖息地。多孔人工鱼礁的波浪衰减和生态功能取决于波浪驱动流与多孔鱼礁内部结构的相互作用;然而,人们对这些流体动力学过程仍然知之甚少。为了克服在精细(毫米级)空间分辨率下解决多孔人工鱼体内详细的流动-结构相互作用的挑战,本研究使用了基于光滑粒子流体动力学(SPH)的无网格计算流体动力学建模方法,使用dualspphysics求解器。SPH模型能够准确地再现珊瑚礁的水动力(包括波浪变换、作用在结构上的水动力、阻力和惯性系数),并首先通过三个独立的波-结构相互作用实验数据集进行验证。然后将该模型用于多孔人工鱼礁的波浪-结构相互作用的二维(2D)数值研究,其中在二维模型中调整了鱼礁结构的三维几何参数,以适当地考虑鱼礁内部的水动力(即使用准三维方法)。研究结果揭示了多孔礁体如何改变礁体结构中波浪诱导的振荡流动动力学,这些振荡流动负责产生水平和垂直阻力、波浪耗散、湍流动能和平均电流。阻力系数随着Keulegan-Carpenter数的减小而减小,垂直阻力系数通常大于水平阻力系数。波浪在多孔礁体上的耗散主要是由于水平阻力和波浪破碎的共同作用,垂直阻力仅起次要作用。与多孔性较少的结构相比,多孔人工鱼礁的阻力耗散增强使它们能够在更大的水位范围内更有效地衰减波浪。最后,本研究的结果强调了SPH模型作为一种具有成本效益的工具来支持设计用于海岸保护的多孔人工鱼礁的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical study of wave-structure interactions with porous artificial reefs using Smoothed Particle Hydrodynamics
Porous artificial reefs are increasingly being used for nature-based coastal protection, given their ability to attenuate waves while providing habitat for marine species. The wave attenuation and ecological functions of porous artificial reefs depend on how wave-driven flows interact with the porous interior structure of a reef; however, these hydrodynamic processes are still relatively poorly understood. To overcome the challenges with resolving the detailed flow-structure interactions within porous artificial reefs at fine (order mm) spatial resolution, this study utilized a mesh-free Computational Fluid Dynamics modelling approach based on Smoothed Particle Hydrodynamics (SPH) using the DualSPHysics solver. The capability of the SPH model to accurately reproduce the reef hydrodynamics (including wave transformation, hydrodynamic forces acting on the structure, and drag and inertia coefficients) was first validated against three independent experimental datasets of wave-structure interactions. The model was then used in a two-dimensional (2D) numerical investigation of wave-structure interactions with porous artificial reefs, where the 3D geometric parameters of the reef structure were adjusted within the 2D model to properly account for the hydrodynamic forces within the reef (i.e., using a quasi-3D approach). The results reveal how the porous reefs modify the dynamics of wave-induced oscillatory flows within the reef structure that are responsible for generating horizontal and vertical drag forces, wave dissipation, turbulent kinetic energy, and mean currents. Drag coefficients decreased with the Keulegan-Carpenter number, with vertical drag coefficients typically larger than horizontal values. Wave dissipation across the porous reefs was due to a combination of horizontal drag forces and wave breaking, with vertical drag forces playing only a secondary role. Compared to less porous structures, the enhanced drag dissipation in porous artificial reefs enables them to attenuate waves more effectively over a greater range of water levels. Finally, the findings of this study underscore the potential for SPH models to be used as a cost-effective tool to support the design of porous artificial reefs for coastal protection.
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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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