On the diffuse interface method using a dual-resolution Cartesian grid

被引:40
作者
Ding, Hang [1 ]
Yuan, Cheng-jun [1 ]
机构
[1] Univ Sci & Technol China, Dept Modern Mech, Hefei 230027, Peoples R China
基金
中国国家自然科学基金;
关键词
Diffuse interface; Dual-resolution grid; Two phase flows; Droplet; Bubble; Interfacial instability; INCOMPRESSIBLE 2-PHASE FLOWS; RAYLEIGH-TAYLOR INSTABILITY; FRONT-TRACKING METHOD; LEVEL SET APPROACH; OF-FLUID METHOD; SURFACE-TENSION; NUMERICAL SIMULATIONS; SHEAR-FLOW; COALESCENCE; VISCOSITY;
D O I
10.1016/j.jcp.2014.05.005
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
We investigate the applicability and performance of diffuse interface methods on a dual-resolution grid in solving two-phase flows. In the diffuse interface methods, the interface thickness represents a cut-off length scale in resolving the interfacial dynamics, and it was found that an apparent loss of mass occurs when the interface thickness is comparable to the length scale of flows [24]. From the accuracy and mass conservation point of view, it is desirable to have a thin interface in simulations. We propose to use a dual-resolution Cartesian grid, on which a finer resolution is applied to the volume fraction C than that for the velocity and pressure fields. Because the computation of C field is rather inexpensive compared to that required by velocity and pressure fields, dual-resolution grids can significantly increase the resolution of the interface with only a slight increase of computational cost, as compared to the single-resolution grid. The solution couplings between the fine grid for C and the coarse grid (for velocity and pressure) are delicately designed, to make sure that the interpolated velocity is divergence-free at a discrete level and that the mass and surface tension force are conserved. A variety of numerical tests have been performed to validate the method and check its performance. The dual-resolution grid appears to save nearly 70% of the computational time in two-dimensional simulations and 80% in three-dimensional simulations, and produces nearly the same results as the single-resolution grid. Quantitative comparisons are made with previous studies, including Rayleigh Taylor instability, steadily rising bubble, and partial coalescence of a drop into a pool, and good agreement has been achieved. Finally, results are presented for the deformation and breakup of three-dimensional drops in simple shear flows. (C) 2014 Elsevier Inc. All rights reserved.
引用
收藏
页码:243 / 254
页数:12
相关论文
共 41 条
[1]   A new surface-tension formulation for multi-phase SPH using a reproducing divergence approximation [J].
Adami, S. ;
Hu, X. Y. ;
Adams, N. A. .
JOURNAL OF COMPUTATIONAL PHYSICS, 2010, 229 (13) :5011-5021
[2]   Diffuse-interface methods in fluid mechanics [J].
Anderson, DM ;
McFadden, GB ;
Wheeler, AA .
ANNUAL REVIEW OF FLUID MECHANICS, 1998, 30 :139-165
[3]   Coalescence and bouncing of small aerosol droplets [J].
Bach, GA ;
Koch, DL ;
Gopinath, A .
JOURNAL OF FLUID MECHANICS, 2004, 518 :157-185
[4]   BUBBLES IN VISCOUS-LIQUIDS - SHAPES, WAKES AND VELOCITIES [J].
BHAGA, D ;
WEBER, ME .
JOURNAL OF FLUID MECHANICS, 1981, 105 (APR) :61-85
[5]   Decay of standing foams: drainage, coalescence and collapse [J].
Bhakta, A ;
Ruckenstein, E .
ADVANCES IN COLLOID AND INTERFACE SCIENCE, 1997, 70 :1-124
[6]   Partial coalescence of drops at liquid interfaces [J].
Blanchette, F ;
Bigioni, TP .
NATURE PHYSICS, 2006, 2 (04) :254-257
[7]   Dynamics of drop coalescence at fluid interfaces [J].
Blanchette, Francois ;
Bigioni, Terry P. .
JOURNAL OF FLUID MECHANICS, 2009, 620 :333-352
[8]   A CONTINUUM METHOD FOR MODELING SURFACE-TENSION [J].
BRACKBILL, JU ;
KOTHE, DB ;
ZEMACH, C .
JOURNAL OF COMPUTATIONAL PHYSICS, 1992, 100 (02) :335-354
[9]   A level set formulation of eulerian interface capturing methods for incompressible fluid flows [J].
Chang, YC ;
Hou, TY ;
Merriman, B ;
Osher, S .
JOURNAL OF COMPUTATIONAL PHYSICS, 1996, 124 (02) :449-464
[10]  
Charles G.E., 1960, J. Colloid Sci., V15, P105, DOI [10.1016/0095-8522(60)90012-X, DOI 10.1016/0095-8522(60)90012-X]