Breaking focused wave interaction with cylinder using HOS-OpenFOAM coupling

被引:5
作者
Aliyar, Sithik [1 ,2 ,3 ]
Ducrozet, Guillaume [2 ,3 ]
Bouscasse, Benjamin [2 ,3 ]
Venkatachalam, Sriram [1 ]
Ferrant, Pierre [2 ,3 ]
机构
[1] Indian Inst Technol, Dept Ocean Engn, Madras 600036, Tamil Nadu, India
[2] Ecole Cent Nantes, LHEEA Res Dept ECN, F-44321 Nantes, France
[3] Ecole Cent Nantes, CNRS, F-44321 Nantes, France
来源
OCEANS 2022 | 2022年
关键词
HOS; focusing wave; breaking wave; wave forces; wave impact; vertical cylinder; Computational Fluid Dynamics; OpenFOAM; foamStar; ORDER SPECTRAL METHOD; SIMULATION; BREAKERS; DEEP;
D O I
10.1109/OCEANSChennai45887.2022.9775539
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
Extreme waves endanger offshore structures under severe environmental conditions. These large and steep waves are highly nonlinear, which can cause high-intensity and short-duration impact forces. It is vital to understand the impact created by such extreme events over any structure. The objective is to investigate wave impact forces on a vertical surface piercing cylinder subjected to breaking waves. The numerical simulation is carried out with a hybrid coupled solver named foamStar. It couples a High-Order Spectral (HOS) based nonlinear potential model and an OpenFOAM based CFD model.The HOS model describes accurately in a fully nonlinear potential flow framework the focused breaking wave without the structure. The CFD model is based on the incompressible Reynolds-averaged Navier-Stokes equations and the volume of fluid for the free surface. The coupled model is a CFD based numerical wave tank. First, the focused wave onset of breaking is validated in HOS-NWT and foamStar, and then its interaction with the cylinder is addressed. The experimental results used in this paper correspond to the experiments performed in Ludwig-Franzius-Institute, Germany[1]. The experimentally measured main wave crest of the breaking focused wave group with its total forces and pressure over a cylinder is fairly well captured in the numerical simulation. Further, the evolution of focused breaking waves along the tank and their characteristics were examined. An overall good degree of agreement is reported, which denotes that the model can be a helpful tool to evaluate breaking wave forces on structures.
引用
收藏
页数:10
相关论文
共 31 条
[1]  
[Anonymous], 2012, Slamming and Whipping Analysis of shipsD
[2]  
Arntsen OA, 2013, COASTAL STRUCTURES 2011, VOL 1 & 2, P533
[3]   On a unified breaking onset threshold for gravity waves in deep and intermediate depth water [J].
Barthelemy, X. ;
Banner, M. L. ;
Peirson, W. L. ;
Fedele, F. ;
Allis, M. ;
Dias, F. .
JOURNAL OF FLUID MECHANICS, 2018, 841 :463-488
[4]   A reasoned overview on Boussinesq-type models: the interplay between physics, mathematics and numerics [J].
Brocchini, Maurizio .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2013, 469 (2160)
[5]   Breaking characteristics and geometric properties of spilling breakers over slopes [J].
Chella, Mayilvahanan Alagan ;
Bihs, Hans ;
Myrhaug, Dag ;
Muskulus, Michael .
COASTAL ENGINEERING, 2015, 95 :4-19
[6]  
Choi Y., 2017, P CVPR
[7]   Performance of different techniques of generation and absorption of free-surface waves in Computational Fluid Dynamics [J].
Choi, Young-Myung ;
Kim, Young Jun ;
Bouscasse, Benjamin ;
Seng, Sopheak ;
Gentaz, Lionel ;
Ferrant, Pierre .
OCEAN ENGINEERING, 2020, 214
[8]  
Choi Y, 2018, PROCEEDINGS OF THE ASME 37TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2018, VOL 2
[9]   DEEP-WATER PLUNGING BREAKERS - A COMPARISON BETWEEN POTENTIAL-THEORY AND EXPERIMENTS [J].
DOMMERMUTH, DG ;
YUE, DKP ;
LIN, WM ;
RAPP, RJ ;
CHAN, ES ;
MELVILLE, WK .
JOURNAL OF FLUID MECHANICS, 1988, 189 :423-442
[10]   A modified High-Order Spectral method for wavemaker modeling in a numerical wave tank [J].
Ducrozet, Guillaume ;
Bonnefoy, Felicien ;
Le Touze, David ;
Ferrant, Pierre .
EUROPEAN JOURNAL OF MECHANICS B-FLUIDS, 2012, 34 :19-34