Evaluating wave forces on groups of three and nine cylinders using a 3D numerical wave tank

被引:36
作者
Kamath, Arun [1 ]
Chella, Mayilvahanan Alagan [1 ]
Bihs, Hans [1 ]
Arntsen, Oivind A. [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Civil & Transport Engn, N-7034 Trondheim, Norway
关键词
CFD; wave forces; multiple cylinders; numerical wave tank; level set method; MODEL; FLOW; GENERATION; WATER;
D O I
10.1080/19942060.2015.1031318
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The evaluation of the complex wave regime due to wave interaction with a large group of cylinders placed in proximity requires an efficient and accurate numerical model. This paper presents the application of a two-phase Computational Fluid Dynamics (CFD) model to carry out a detailed investigation of wave forces and flow around vertical circular cylinders placed in groups of different configurations at low Keulegan-Carpenter (KC) numbers. The 3D numerical wave tank is validated by comparing the numerical results with experimental data. Further, the hydrodynamic effects associated with three cylinders placed in tandem, side by side and in a 3 x 3 square array of nine cylinders are investigated. Wave forces are seen to reduce along the row in a tandem array. In a side-by-side arrangement, the central cylinder experiences the highest force. A combination of these effects is seen in the 3 x 3 square array. The variation of the wave forces on the cylinders in the array for different center-to-center distances and incident wavelengths is evaluated and the results show that the wave forces are the highest on the cylinders when the center-to-center distance is slightly less than half the incident wavelength.
引用
收藏
页码:343 / 354
页数:12
相关论文
共 37 条
[1]  
[Anonymous], 69 US ARM COAST ENG
[2]  
[Anonymous], THESIS NTNU TRONDHEI
[3]   A local directional ghost cell approach for incompressible viscous flow problems with irregular boundaries [J].
Berthelsen, Petter A. ;
Faltinsen, Odd M. .
JOURNAL OF COMPUTATIONAL PHYSICS, 2008, 227 (09) :4354-4397
[4]   CALCULATION OF BOUNDARY-LAYER DEVELOPMENT USING TURBULENT ENERGY EQUATION [J].
BRADSHAW, P ;
FERRISS, DH ;
ATWELL, NP .
JOURNAL OF FLUID MECHANICS, 1967, 28 :593-+
[5]   A three-dimensional pollutant transport model in orthogonal curvilinear and sigma coordinate system for Pearl river estuary [J].
Chau, KW ;
Jiang, YW .
INTERNATIONAL JOURNAL OF ENVIRONMENT AND POLLUTION, 2004, 21 (02) :188-198
[6]   3D numerical model for Pearl River estuary [J].
Chau, KW ;
Jiang, YW .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (01) :72-82
[7]   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
[8]   NUMERICAL SOLUTION OF NAVIER-STOKES EQUATIONS [J].
CHORIN, AJ .
MATHEMATICS OF COMPUTATION, 1968, 22 (104) :745-&
[9]   Three-dimensional interaction of waves and porous coastal structures Part I: Numerical model formulation [J].
del Jesus, Manuel ;
Lara, Javier L. ;
Losada, Inigo J. .
COASTAL ENGINEERING, 2012, 64 :57-72
[10]   Limiters and wall treatments in applied turbulence modeling [J].
Durbin, P. A. .
FLUID DYNAMICS RESEARCH, 2009, 41 (01)