Investigation of Focusing Wave Properties in a Numerical Wave Tank with a Fully Nonlinear Potential Flow Model

被引:28
|
作者
Wang, Weizhi [1 ]
Kamath, Arun [1 ]
Pakozdi, Csaba [1 ]
Bihs, Hans [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Civil & Environm Engn, N-7491 Trondheim, Norway
关键词
fully nonlinear potential flow; extreme wave; focused wave; EFFICIENT IMPLEMENTATION; BOUSSINESQ EQUATIONS; WATER; SIMULATION; EVOLUTION; PART; DIFFRACTION; KINEMATICS; TRANSIENT; FORCES;
D O I
10.3390/jmse7100375
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
Nonlinear wave interactions and superpositions among the different wave components and wave groups in a random sea sometimes produce rogue waves with extremely large wave heights that appear unexpectedly. A good understanding of the generation and evolution of such extreme wave events is of great importance for the analysis of wave forces on marine structures. A fully nonlinear potential flow (FNPF) model is proposed in the presented paper to investigate the different factors that influence the wave focusing location, focusing time and focusing wave height in a numerical wave tank. Those factors include wave steepness, spectrum bandwidth, wave generation method, focused wave spectrum, and wave spreading functions. The proposed model solves the Laplace equation together with the boundary conditions on a sigma-coordinate grid using high-order discretisation schemes on a fully parallel computational framework. The model is validated against the focused wave experiments and thereafter used to obtain insights into the effects of the different factors. It is found that the wave steepness contributes to changing the location and time of focus significantly. Spectrum bandwidth and directional spreading affect the focusing wave height and profile, for example, a wider bandwidth and a wider directional spread lead to a lower focusing wave height. A Neumann boundary condition represents the nonlinearity of the wave groups better than a relaxation method for wave generation.
引用
收藏
页数:28
相关论文
共 50 条
  • [21] Simulation of fully nonlinear 3-D numerical wave tank
    Zhang, XT
    Teng, B
    Ning, DZ
    CHINA OCEAN ENGINEERING, 2004, 18 (01) : 59 - 68
  • [22] Two Dimensional Fully Nonlinear Numerical Wave Tank Based on the BEM
    Sun, Zhe
    Pang, Yongjie
    Li, Hongwei
    JOURNAL OF MARINE SCIENCE AND APPLICATION, 2012, 11 (04) : 437 - 446
  • [23] Simulation of Fully Nonlinear 3-D Numerical Wave Tank
    张晓兔
    滕斌
    宁德志
    China Ocean Engineering, 2004, (01) : 59 - 68
  • [24] Numerical simulation of fully nonlinear irregular wave tank in three dimension
    Ning, D. Z.
    Teng, B.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2007, 53 (12) : 1847 - 1862
  • [25] Fully nonlinear 3-D numerical wave tank simulation
    Celebi, MS
    Kim, MH
    Beck, RF
    JOURNAL OF SHIP RESEARCH, 1998, 42 (01): : 33 - 45
  • [26] Fully nonlinear 3-D numerical wave tank simulation
    Wang, Da-Guo
    Zou, Zhi-Li
    Liu, Xia
    Chuan Bo Li Xue/Journal of Ship Mechanics, 2010, 14 (06): : 577 - 586
  • [27] A study on parametric roll motions by fully nonlinear numerical wave tank
    Tanizawa, K
    Naito, S
    PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL III, 1997, 1997, : 69 - 75
  • [28] Two dimensional fully nonlinear numerical wave tank based on the BEM
    Zhe Sun
    Yongjie Pang
    Hongwei Li
    Journal of Marine Science and Application, 2012, 11 (4) : 437 - 446
  • [29] Fully nonlinear 3-D Numerical Wave Tank simulation
    Texas A&M Univ, College Station, United States
    J Ship Res, 1 (33-45):
  • [30] Fully nonlinear wave interaction with an array of truncated barriers in three dimensional numerical wave tank
    Abbasnia, Arash
    Ghiasi, Mahmoud
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2015, 58 : 79 - 85