Experimental and numerical investigation of a land-fixed breakwater-type wave energy converter: An OWC device and a porous plate

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-09-06 DOI:10.1016/j.coastaleng.2024.104614
Qianze Zhuang, Dezhi Ning, Robert Mayon, Yu Zhou
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Abstract

To further promote the commercialization of oscillating water column (OWC) devices and expand their application to coastal protection, it is crucial to enhance their survivability as much as possible while improving the wave energy conversion efficiency. In the present study, the hydrodynamic performance of a land-fixed, breakwater-type wave energy converter combining an OWC device and a porous plate was investigated. A series of physical experiments and numerical simulations were conducted to systematically verify each other and select the proper porosity of the porous plate and the gap spacing. On this basis, the effects of wave nonlinearity on hydrodynamic efficiency and wave-induced forces were comprehensively evaluated. The results indicate that under high frequency wave conditions, the porous plate can significantly reduce horizontal forces on the front wall with limited efficiency reduction. This phenomenon is more pronounced under the strong wave nonlinearity. The maximum reduction in horizontal force can reach 52%. At low wave frequencies, the effect of the porous plate is limited as the horizontal forces on the front wall are similar to those without the porous plate. The energy conversion efficiency increases in low frequency wave conditions because the porous plate assists first-order wave energy to enter the chamber by reducing the transfer of wave energy to high-order waves. In addition, due to the dissipation of wave energy by the porous plate, the wave reflection coefficient decreases and the wave dissipation coefficient increases in all cases.

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陆地固定防波堤型波浪能转换器的实验和数值研究:OWC 设备和多孔板
为了进一步推动振荡水柱(OWC)装置的商业化并扩大其在海岸保护方面的应用,在提高波浪能转换效率的同时尽可能增强其生存能力至关重要。本研究考察了陆地固定式防波堤型波浪能转换器的水动力性能,该转换器结合了 OWC 装置和多孔板。通过一系列物理实验和数值模拟,系统地进行了相互验证,并选择了多孔板的适当孔隙率和间隙间距。在此基础上,全面评估了波浪非线性对流体力学效率和波浪诱导力的影响。结果表明,在高频波浪条件下,多孔板可显著降低前壁的水平力,但效率降低有限。在波浪非线性较强的情况下,这种现象更为明显。水平力的最大减幅可达 52%。在低波频率下,多孔板的作用有限,因为前壁受到的水平力与没有多孔板时相似。在低频波条件下,能量转换效率会提高,这是因为多孔板通过减少波能向高频波的传递,帮助一阶波能进入腔体。此外,由于多孔板对波能的耗散,在所有情况下,波反射系数都会降低,而波耗散系数则会升高。
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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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