Simulation of wave scattering over a floating platform in the ocean with a coupled CFD-IBM model

被引:0
作者
Luo, Pengxuan [1 ]
Zhang, Jingxin [1 ,2 ]
Cao, Yongyong [3 ]
Song, Shaohong [3 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai, Peoples R China
[2] Shanghai Jiao Tong Univ, MOE Key Lab Hydrodynam, Shanghai 200240, Peoples R China
[3] Shanghai City Tou Waterway Construct Co LTD, Shanghai 200092, Peoples R China
关键词
Non-hydrostatic model; Immersed boundary method (IBM); Wave structure interaction; Floating platform; IMMERSED BOUNDARY METHOD; FINITE-VOLUME; FLOW; ACCURACY;
D O I
10.1016/j.taml.2024.100516
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A numerical study of linear wave scattering over a floating platform has been simulated by an efficient numerical model in this letter. The non-hydrostatic model is used to simulate the free surface and the uneven bottom. For the solid body modelling, the immersed boundary method (IBM) is implemented by introducing a virtual boundary force into the momentum equations to emulate the boundary conditions. This implementation enhances the ability of the model to simulate interactions between waves and floating structures. A numerical case involving wave interactions with a floating platform is studied to validate the numerical model. By simulating the wave propagation, the numerical model captures the variation of the wave scattering very well, which verifies the performance of the numerical model and the robust strategy of the IBM.
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页数:5
相关论文
共 23 条
[1]   ACCURACY OF SHORT-WAVE NUMERICAL-MODELS [J].
ABBOTT, MB ;
MCCOWAN, AD ;
WARREN, IR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (10) :1287-1301
[2]  
Casulli V, 1999, INT J NUMER METH FL, V30, P425, DOI 10.1002/(SICI)1097-0363(19990630)30:4<425::AID-FLD847>3.0.CO
[3]  
2-D
[4]   STABILITY, ACCURACY AND EFFICIENCY OF A SEMIIMPLICIT METHOD FOR 3-DIMENSIONAL SHALLOW-WATER FLOW [J].
CASULLI, V ;
CATTANI, E .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 1994, 27 (04) :99-112
[5]   A fully hydrodynamic model for three-dimensional, free-surface flows [J].
Chen, XJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2003, 42 (09) :929-952
[6]   Combined immersed-boundary finite-difference methods for three-dimensional complex flow simulations [J].
Fadlun, EA ;
Verzicco, R ;
Orlandi, P ;
Mohd-Yusof, J .
JOURNAL OF COMPUTATIONAL PHYSICS, 2000, 161 (01) :35-60
[7]   An unstructured-grid, finite-volume, nonhydrostatic, parallel coastal ocean simulator [J].
Fringer, O. B. ;
Gerritsen, M. ;
Street, R. L. .
OCEAN MODELLING, 2006, 14 (3-4) :139-173
[8]   Finite-difference immersed boundary method consistent with wall conditions for incompressible turbulent flow simulations [J].
Ikeno, Tsutomu ;
Kajishima, Takeo .
JOURNAL OF COMPUTATIONAL PHYSICS, 2007, 226 (02) :1485-1508
[9]  
JOHNS B, 1980, J PHYS OCEANOGR, V10, P1061, DOI 10.1175/1520-0485(1980)010<1061:TNMOSW>2.0.CO
[10]  
2