Wave dissipation induced by flow interactions with porous artificial reefs

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
Jianjun Huang , Ryan J. Lowe , Marco Ghisalberti , Jeff E. Hansen
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引用次数: 0

Abstract

Porous artificial reefs can be used for coastal protection when they are effective at dissipating incident wave energy. Previous studies have used observations of wave interactions with porous reefs to develop empirical formulations to parameterize wave transmission as a function of reef geometry and hydrodynamic parameters. However, such approaches do not distinguish between the different processes that contribute to dissipation, namely wave breaking and drag-induced dissipation. While drag-induced dissipation can be more significant in porous reefs than in conventional rubble mound structures, the mechanisms that govern wave dissipation by drag forces within porous reefs are not well characterized. As a result, there is limited predictive capacity for describing wave-driven hydrodynamic processes in the interior of porous reefs and how these processes translate into wave dissipation. In this study, physical modelling experiments were conducted in a wave flume to investigate the detailed velocity structure, forces and wave dissipation within multi-row and single-row porous cubic artificial reefs that were exposed to a range of non-breaking regular wave conditions and submergence depths. The results reveal how the porous reef modifies the dynamics of the in-reef flows that are responsible for generating horizontal and vertical drag forces. Drag coefficients for different configurations of single- and multi-row reefs were similar and decreased with a reef Keulegan-Carpenter number (defined as the ratio of the wave orbital excursion to a structural hydraulic radius). Rates of wave dissipation derived from changes in wave energy fluxes across the reef could be explained primarily by the work done by horizontal drag forces, with vertical drag forces playing only a secondary role. Finally, the results from this study were used to develop an analytical model to predict drag-induced dissipation by porous reefs, which was shown to accurately predict wave attenuation across the reef as a function of reef, wave, and depth characteristics.
多孔人工鱼礁与水流相互作用引起的波浪耗散
多孔人工鱼礁能有效地耗散入射波能,可用于海岸防护。先前的研究利用波浪与多孔珊瑚礁相互作用的观察来开发经验公式,将波浪传输参数化为珊瑚礁几何形状和水动力参数的函数。然而,这些方法并没有区分导致耗散的不同过程,即破波和阻力耗散。虽然在多孔礁体中阻力诱导的耗散比在传统的碎石丘结构中更为显著,但在多孔礁体中控制阻力耗散的机制尚未得到很好的表征。因此,描述多孔珊瑚礁内部波浪驱动的水动力过程以及这些过程如何转化为波浪耗散的预测能力有限。本研究在波浪水槽中进行了物理模拟实验,研究了多排和单排多孔立方人工鱼礁在一系列不破碎规则波条件和淹没深度下的速度结构、力和波耗散的详细情况。结果揭示了多孔礁体如何改变礁内流动的动力学,这些流动负责产生水平和垂直阻力。单排和多排珊瑚礁不同构型的阻力系数相似,并随珊瑚礁Keulegan-Carpenter数(定义为波浪轨道偏移与结构水力半径的比值)而减小。通过礁石的波浪能量通量变化引起的波浪耗散率主要可以用水平阻力所做的功来解释,垂直阻力只起次要作用。最后,利用本研究的结果建立了一个分析模型来预测多孔珊瑚礁的拖曳耗散,该模型可以准确地预测波浪在珊瑚礁上的衰减,作为珊瑚礁、波浪和深度特征的函数。
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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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