WAVE-STRUCTURE INTERACTION OF FOCUSSED WAVES WITH REEF3D

被引:0
|
作者
Bihs, Hans [1 ]
Chella, Mayilvahanan Alagan [1 ]
Kamath, Arun [1 ]
Arntsen, Oivind A. [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Civil & Transport Engn, Marine Civil Engn, Trondheim, Norway
关键词
NAVIER-STOKES EQUATIONS; EFFICIENT IMPLEMENTATION; FLOW; BREAKING; SCHEMES; WATER;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
For the stability of offshore structures, such as offshore wind foundations, extreme wave conditions need to be taken into account. Waves from extreme events can become critical from design perspective. In a numerical wave tank, extreme waves can be generated through focussed waves. Here, linear waves are generated from a wave spectrum. The wave crests of the generated waves coincide at a pre-selected location and time. In order to test the generated waves, the time series of the free surface elevation are compared with experimental benchmark cases. The numerically simulated free surface shows good agreement with the measurements from experiments. In further computations, the wave impact of the focussed waves on a vertical circular cylinder is investigated. The focussed wave generation is implemented in the numerical wave tank module of REEF3D, which has been extensively and successfully tested for various wave hydrodynamics and wave-structure interaction problems in particular and for free surface flows in general. The open source CFD code REEF3D solves the three-dimensional NavierStokes equations on a staggered Cartesian grid. Solid boundaries are taken into account with the ghost cell immersed boundary method. For the discretization of the convection terms of the momentum equations, the conservative finite difference version of the fifth-order WENO (weighted essentially non-oscillatory) scheme is used. For temporal treatment, the third-order TVD (total variation diminishing) Runge-Kutta scheme is employed. For the pressure, the projection method is used. The free surface flow is solved as two-phase fluid system. For the interface capturing, the level set method is selected. The level set function can be discretized with high-order differencing schemes. This makes it the appropriate solution for wave propagation problems based on Navier-Stokes solvers, which requires high-order numerical methods to avoid artificial wave damping. The numerical model is fully parallelized based on the domain decomposition, using MPI (message passing interface) for internode communication.
引用
收藏
页数:8
相关论文
共 50 条
  • [21] Evanescent waves in PML's:: Origin of the numerical reflection in wave-structure interaction problems
    Bérenger, JP
    IEEE TRANSACTIONS ON ANTENNAS AND PROPAGATION, 1999, 47 (10) : 1497 - 1503
  • [22] Wave-structure dynamic interaction of the VEGA platform
    Rizzo, M.
    Spadaccini, O.
    INSIGHTS AND INNOVATIONS IN STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, 2016, : 1935 - 1940
  • [23] ON THE CAUCHY PROBLEM FOR A WAVE-STRUCTURE INTERACTION PROBLEM
    Chen, Rong
    Yang, Zhichun
    Zhou, Shouming
    DISCRETE AND CONTINUOUS DYNAMICAL SYSTEMS-SERIES S, 2024, 17 (08): : 2640 - 2653
  • [24] Wave-Structure Interaction Processes in Coastal Engineering
    Aristodemo, Francesco
    Di Risio, Marcello
    WATER, 2021, 13 (06)
  • [25] On the role of uncertainty for the study of wave-structure interaction
    Palemon-Arcos, Leonardo
    Torres-Freyermuth, Alec
    Pedrozo-Acuna, Adrian
    Salles, Paulo
    COASTAL ENGINEERING, 2015, 106 : 32 - 41
  • [26] High-order finite difference solution for 3D nonlinear wave-structure interaction
    Guillaume Ducrozet
    Harry B. Bingham
    Allan Peter Engsig-Karup
    Pierre Ferrant
    Journal of Hydrodynamics, 2010, 22 : 225 - 230
  • [27] High-order finite difference solution for 3D nonlinear wave-structure interaction
    Ducrozet, Guillaume
    Bingham, Harry B.
    Engsig-Karup, Allan Peter
    Ferrant, Pierre
    JOURNAL OF HYDRODYNAMICS, 2010, 22 (05) : 225 - 230
  • [28] Wave-structure interaction of wave energy converters: a sensitivity analysis
    Windt, Christian
    Davidson, Josh
    Schmitt, Pal
    Ringwood, John, V
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING AND COMPUTATIONAL MECHANICS, 2020, 173 (03) : 144 - 158
  • [29] REPRESENTATION OF BREAKING WAVE KINEMATICS IN THE FULLY NONLINEAR POTENTIAL FLOW MODEL REEF3D::FNPF
    Pakozdi, Csaba
    Kamath, Arun
    Wang, Weizhi
    Bihs, Hans
    PROCEEDINGS OF THE ASME 39TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, OMAE2020, VOL 8, 2020,
  • [30] Nonlinear modeling of wave-structure interaction for a flexible floating structure
    Jiang, Changqing
    el Moctar, Ould
    Zhang, Guiyong
    OCEAN ENGINEERING, 2024, 300