SIMULATION OF WAVE-BODY INTERACTION USING A SINGLE-PHASE LEVEL SET FUNCTION IN THE SWENSE METHOD

被引:0
|
作者
Reliquet, Gabriel [1 ]
Drouet, Aurelien [2 ]
Guillerm, Pierre-Emmanuel [1 ]
Jacquin, Erwan [2 ]
Gentaz, Lionel [1 ]
Ferrant, Pierre [1 ]
机构
[1] LUNAM Univ, Ecole Cent Nantes, LHEEA Lab, CNRS,UMR 6598, Nantes, France
[2] HYDROCEAN, Nantes, France
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of this paper is to present combination of the SWENSE (Spectral Wave Explicit Navier-Stokes Equations [1]) method an original method to treat fully nonlinear wave-body interactions- and a free surface RANSE (Reynolds Averaged Navier-Stokes Equations) solver using a single-phase Level Set method to capture the interface. The idea is to be able to simulate wave-body interactions under viscous flow theory with strong deformations of the interface (wave breaking in the vicinity of the body, green water on ship decks ...), while keeping the advantages of the SWENSE scheme. The SWENSE approach is based on a physical decomposition by combining incident waves described by a nonlinear spectral scheme based on potential flow theory and an adapted Navier-Stokes solver where only the diffracted part of the flow is solved, incident flow parameters seen as forcing terms. In the single-phase Level Set method [2, 3], the air phase is neglected. Thus, only the liquid phase is solved considering a fluid with uniform properties. The location of the free surface is determined by a Level Set function initialised as the signed distance. The accuracy of simulation depends essentially on the pressure scheme used to impose free surface dynamic boundary condition. Comparisons of numerical results with experimental and numerical data for US navy combatant DTMB 5415 in calm water and in head waves are presented.
引用
收藏
页数:8
相关论文
共 50 条
  • [31] Finite element simulation of impulse wave generated by landslides using a three-phase model and the conservative level set method
    Lanhao Zhao
    Jia Mao
    Xin Bai
    Xiaoqing Liu
    Tongchun Li
    J. J. R. Williams
    Landslides, 2016, 13 : 85 - 96
  • [32] Finite element simulation of impulse wave generated by landslides using a three-phase model and the conservative level set method
    Zhao, Lanhao
    Mao, Jia
    Bai, Xin
    Liu, Xiaoqing
    Li, Tongchun
    Williams, J. J. R.
    LANDSLIDES, 2016, 13 (01) : 85 - 96
  • [33] APPLICATION OF A BOUNDARY ELEMENT METHOD FOR WAVE-BODY INTERACTION PROBLEMS CONSIDERING THE NON-LINEAR WATER SURFACE
    Gonzalez, Daniel Ferreira
    Bechthold, Jonas
    Abdel-Maksoud, Moustafa
    PROCEEDINGS OF THE ASME 36TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2017, VOL 7A, 2017,
  • [34] Applicability of the method of fundamental solutions to 3-D wave-body interaction with fully nonlinear free surface
    Wu, Nan-Jing
    Tsay, Ting-Kuei
    JOURNAL OF ENGINEERING MATHEMATICS, 2009, 63 (01) : 61 - 78
  • [35] INTERACTION OF A SOLITARY WAVE AND A FRONT STEP SIMULATED BY LEVEL SET METHOD
    谢伟松
    陶建华
    Applied Mathematics and Mechanics(English Edition), 2000, (07) : 761 - 766
  • [36] Interaction of a solitary wave and a front step simulated by level set method
    Xie, WS
    Tao, JH
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2000, 21 (07) : 761 - 766
  • [37] Interaction of a solitary wave and a front step simulated by level set method
    Weisong X.
    Jianhua T.
    Applied Mathematics and Mechanics, 2000, 21 (7) : 761 - 766
  • [38] A level set method using the signed distance function
    Kimura, M
    Notsu, H
    JAPAN JOURNAL OF INDUSTRIAL AND APPLIED MATHEMATICS, 2002, 19 (03) : 415 - 446
  • [39] SIMULATION OF SINGLE BUBBLE DYNAMICS IN NUCLEATE POOL BOILING USING A CONSERVATIVE LEVEL SET METHOD
    Sajid, Muhammad
    Bennacer, Rachid
    HT2009: PROCEEDINGS OF THE ASME SUMMER HEAT TRANSFER, VOL 3, 2009, : 269 - 277
  • [40] Generating body surface deformation using level set method
    Morita, Satoru
    ANALYSIS AND MODELING OF FACES AND GESTURES, PROCEEDINGS, 2007, 4778 : 84 - 95