Numerical investigation on wave attenuation performance of the open breakwater with newly-developed elliptical arc-plate

被引:0
作者
Cao, Yu-De [1 ]
Wu, Ya-Jie [1 ,2 ]
Wang, Nan [1 ]
Zhou, Jia-Ning [1 ]
Mei, Can [1 ]
机构
[1] Shandong Provincial Key Laboratory of Ocean Engineering, Ocean University of China, Qingdao
来源
Chuan Bo Li Xue/Journal of Ship Mechanics | 2025年 / 29卷 / 05期
关键词
newly-developed elliptical arc-plate type; numerical Simulation; reflection coefficient; transmission coefficient; wave attenuation Performance;
D O I
10.3969/j.issn.1007-7294.2025.05.003
中图分类号
学科分类号
摘要
Based on the open source programme OpenFOAM, a numerical model was established to investigate the behavior of the interaction between waves and the newly-developed open breakwaters with elliptical arc-plate. The numerical model was verified by using theoretical wave surface and previous experimental results. Focusing on the three types of open structures, such as double flat plate, flat-elliptical arc-plate and double elliptical arc-plate open breakwater, a total of 90 cases were designed to analyze their wave attenuation Performance. Considering the indexes of transmission coefficient, reflection coefficient and energy dissipation coefficient comprehensively, the numerical results indicate that the open breakwater with flat-elliptical arc-plate exhibits a low-level transmitted wave energy and a high-level reflected wave energy, while the open breakwater with double elliptical arc-plate exhibits a high-level transmitted wave energy and a low-level reflected wave energy under most working conditions. Further analysis revealed that when the structure is placed above the hydrostatic level, the open breakwater with flat-elliptical arc-plate has higher wave attenuation Performance compared with the double flat plate type and double elliptical arc-plate. Therefore, the open breakwater with flat-elliptical arc-plate could be selected when it is submerged at suitable depths based on hydrodynamic conditions in engineering practice. This research provides design references for the breakwaters which could simultaneously meet the requirements of wave attenuation and water permeability. © 2025 China Ship Scientific Research Center. All rights reserved.
引用
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页码:704 / 712
页数:8
相关论文
共 19 条
[1]  
Weigel R.L., Closely spaced piles as a breakwater[J], The Dock and Harbour Authority, 42, 491, (1961)
[2]  
Qiu D.H., Wang X.G., Theoretical study of thin plate type breakwater in deep water[J], Port & Waterway Engineering, 4, 4, pp. 8-12, (1986)
[3]  
Usha R., Gayathri T., Wave motion over a twin-plate breakwaterfj, Ocean Engineering, 32, 8-9, pp. 1054-1072, (2005)
[4]  
Wang K., Xu W., Transmissivity and reflectivity for breakwater of horizontal or vertical plate type[J], Journal of Ship Mechanics, 14, 5, pp. 487-494, (2010)
[5]  
Rao S., Shirlal K.G., Varghese R.V., Et al., Physical model studies on wave transmission of a submerged inclined plate breakwater, JJ. Ocean Engineering, 36, 15, pp. 1199-1207, (2009)
[6]  
Neelamani S., Rajendran R., Wave interaction with T-type breakwaters[J], Ocean Engineering, 29, 2, pp. 151-175, (2002)
[7]  
Neelamani S., Rajendran R., Wave interaction with ' _L '-type breakwaters[J], Ocean Engineering, 29, 5, pp. 561-589, (2002)
[8]  
Liu Y., Li Y., Wave interaction with a wave absorbing double curtain-wall breakwater[J], Ocean Engineering, 38, 10, pp. 1237-1245, (2011)
[9]  
Li J., Cheng J., Liu S., An experimental study on the hydrodynamic Performance of the twin vertical baffles underflow breakwater[J], Ocean Engineering, 256, (2022)
[10]  
Wang J., Cheng Y.Z., Yang X.H., Et al., Experimental study on wave dissipation of new plate breakwaters[J], Journal of Ship Mechanics, 19, Z1, pp. 86-94, (2015)