Hydrodynamic performance of a new box-type breakwater with superstructure: Experimental study and SPH simulation

被引:15
作者
Liang, Jia-ming [1 ]
Chen, Yong-kun [1 ]
Liu, Yong [1 ]
Li, Ai-jun [1 ]
机构
[1] Ocean Univ China, Shandong Prov Key Lab Ocean Engn, Qingdao 266100, Peoples R China
基金
中国国家自然科学基金;
关键词
Experimental test; -SPH method; Transmission coefficient; Reflection coefficient; Energy dissipation coefficient; FLOATING BREAKWATER; WAVE INTERACTION; WATER-WAVES; NUMERICAL-SIMULATION;
D O I
10.1016/j.oceaneng.2022.112819
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper proposes a new box-type breakwater with superstructure arranged near free surface. The hydrody-namic performance of this new breakwater is studied through experimental tests and numerical simulations. A series of laboratory tests are carried out to measure the transmission coefficient, reflection coefficient and energy dissipation coefficient of the breakwater. A numerical model solving wave interaction with the proposed breakwater is developed by using delta-SPH (Smoothed Particles Hydrodynamics) method, which can give a better understanding on the energy-dissipating process. The numerical model is validated by comparing the numerical results with the experimental data. Based on the experimental and numerical results, the hydrodynamic per-formance of the proposed breakwater is compared with that of the box-type breakwater, and the multi-parameter analyses are conducted to clarify the deck width effect on the hydrodynamic performance of the proposed breakwater. The results show that compared with the box-type breakwater, the proposed breakwater can dissipate more wave energy and thus has lower transmission and reflection coefficients. The wave energy dissipation by the proposed breakwater is mainly due to the turbulence, wave breaking and vortex shedding. A larger deck width for the proposed breakwater is more conducive to dissipating the energy of longer period waves.
引用
收藏
页数:17
相关论文
共 57 条
[41]   Wave interaction with T-type breakwaters [J].
Neelamani, S ;
Rajendran, R .
OCEAN ENGINEERING, 2002, 29 (02) :151-175
[42]   Finite element-Multi-domain boundary element method for hydroelastic analysis of large floating pontoons with perforated plates [J].
Nguyen, H. P. ;
Wang, C. M. .
OCEAN ENGINEERING, 2022, 246
[43]   A SPH numerical wave flume with non-reflective open boundary conditions [J].
Ni, Xingye ;
Feng, Weibing ;
Huang, Shichang ;
Zhang, Yu ;
Feng, Xi .
OCEAN ENGINEERING, 2018, 163 :483-501
[44]   Experimental Study of Wave Attenuation in Trapezoidal Floating Breakwaters [J].
Nikpour, A. H. ;
Moghim, M. N. ;
Badri, M. A. .
CHINA OCEAN ENGINEERING, 2019, 33 (01) :103-113
[45]   Experimental study on wave transmission coefficient, mooring lines and module connector forces with different designs of floating breakwaters [J].
Pena, E. ;
Ferreras, J. ;
Sanchez-Tembleque, F. .
OCEAN ENGINEERING, 2011, 38 (10) :1150-1160
[46]   Numerical simulation of interactions between water waves and inclined-moored submerged floating breakwaters [J].
Peng, Wei ;
Lee, Kwang-Ho ;
Shin, Seung-Ho ;
Mizutani, Norimi .
COASTAL ENGINEERING, 2013, 82 :76-87
[47]   Numerical modeling of dynamic responses and mooring forces of submerged floating breakwater [J].
Rahman, Md. Ataur ;
Mizutani, Norimi ;
Kawasaki, Koji .
COASTAL ENGINEERING, 2006, 53 (10) :799-815
[48]   Application of smoothed particle hydrodynamics for modeling the wave-moored floating breakwater interaction [J].
Ren, Bing ;
He, Ming ;
Li, Yabin ;
Dong, Ping .
APPLIED OCEAN RESEARCH, 2017, 67 :277-290
[49]  
Sawaragi T., 1995, Coastal Engineering: Waves, Beaches, Wave-structure Interactions
[50]  
Tabatabaei S.M.R., 2019, J HYDRAUL RES, V58, P1