A Novel Approach for the Optimal Design of a Vertical Cellular Breakwater Based on Multi-Objective Optimization

被引:10
作者
Somervell, Lamanto T. [1 ]
Thampi, Santosh G. [1 ]
Shashikala, A. P. [1 ]
机构
[1] Natl Inst Technol Calicut, Dept Civil Engn, Kozhikode 673601, Kerala, India
关键词
Multi-objective optimization; genetic algorithm; vertical breakwater; porosity; wave energy dissipation; eigenfunction expansion; HYDRODYNAMIC PERFORMANCE; REGULAR WAVES; PLATE BREAKWATER; WALL BREAKWATERS; SLOTTED BARRIER; TRANSMISSION;
D O I
10.1142/S057856341750019X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a methodology based on multi-objective optimization is proposed for the optimal design of a vertical cellular breakwater, consisting of prefabricated rectangular cells with two vertical permeable walls supported by two rows of vertical circular piles. The vertical wall consists of a perforated upper part and a lower part with horizontal slots. Maximization of wave energy dissipation coefficient and minimization of the volume of material used in the breakwater are the two objectives considered. The methodology employed in this study uses a theoretical model to determine the wave energy dissipation coefficient and material volume in the vertical cellular breakwater. The most widely used and acceptable eigenfunction expansion method is employed to evaluate the hydrodynamic coefficients of breakwater. The results obtained by the eigenfunction expansion method is evaluated by conducting experiments and by comparing with the published results. The two objectives to be achieved in the design are conflicting and it is quite difficult to satisfy both the objectives simultaneously. A multi-objective optimization tool based on genetic algorithm (GA) is employed to find the pareto optimal set of solutions in a search space. To arrive at the best-agreed solution from the obtained pareto optimal set of solutions, some practical preferences are considered. Results indicate that this approach can be effectively applied for the optimal design of a vertical cellular breakwater.
引用
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页数:23
相关论文
共 32 条
[1]  
Ahmed H., 2014, INT J ENV ECOL ENG, V8, P580
[2]  
Ahmed H. E. A., 2011, THESIS
[3]  
Ahmed M., 2011, INT C ENV BIOSCIENCE, P156
[4]  
[Anonymous], 1972, P 13 COAST ENG C AM, DOI DOI 10.1061/9780872620490.106
[5]   Optimization of coastal structures: Application on detached breakwaters in ports [J].
Elchahal, Ghassan ;
Younes, Rafic ;
Lafon, Pascal .
OCEAN ENGINEERING, 2013, 63 :35-43
[6]   Design optimization of floating breakwaters with an interdisciplinary fluid-solid structural problem [J].
Elchahal, Ghassan ;
Lafon, Pascal ;
Younes, Rafic .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2009, 36 (11) :1732-1743
[7]  
Goda Y., 1976, Proceedings of the 15th International Conference on Coastal Engineering, V1976, P828, DOI [10.1061/9780872620834.048, DOI 10.1061/9780872620834.048, 10.9753/icce.v15.47]
[8]  
Grune J., 1974, ROC 14 ASCE COASTAL, V3, P1906, DOI [10.1061/9780872621138.114, DOI 10.1061/9780872621138.114]
[9]  
Hall K., 2000, THESIS
[10]   Reflection and transmission of regular waves at a surface-pitching slotted barrier [J].
Huang, Zhen-Hua .
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2007, 28 (09) :1153-1162