Numerical study of sloshing liquid in tanks with baffles by time-independent finite difference and fictitious cell method

Abstract The numerical analysis of liquid sloshing in tanks is a big challenge when the fully nonlinear and viscous effects are all included in the analysis. The analysis will become more complicate as the tank is attached with internal structures, such as baffles. The width of the baffle is very thin compared with the breadth length and the numerical technique used to capture the detailed flow phenomenon (vortex generation and shedding) around the baffle is very rare in the literatures. In this paper, a time-independent finite difference scheme with fictitious cell technique is used to study viscous fluid sloshing in 2D tanks with baffles. The Navier–Stokes equations in a moving coordinate system are derived and they are mapped onto a time-independent and stretched domain. The developed numerical model is rigorously validated by extensive comparisons with reported results. An experiment setup was also made to validate the present numerical sloshing results in a tank with baffles. The method is applied to a number of problems including impulsive flow past a flat plate, sloshing fluid in a 2D tank with a surface-piercing baffle, sloshing fluid in 2D tanks with bottom-mounted baffles. The effects of baffles on the resonant frequency are discussed. The present developed numerical model can successfully analyze the sloshing phenomenon in 2D tanks with internal structures and can be easily extended to 3D model.

[1]  J. Frandsen Sloshing motions in excited tanks , 2004 .

[2]  Olav F. Rognebakke,et al.  Classification of three-dimensional nonlinear sloshing in a square-base tank with finite depth , 2005 .

[3]  Tospol Pinkaew,et al.  Modelling of liquid sloshing in rectangular tanks with flow-dampening devices , 1998 .

[4]  Bang-Fuh Chen,et al.  COMPLETE 2D AND FULLY NONLINEAR ANALYSIS OF IDEAL FLUID IN TANKS , 1999 .

[5]  P. K. Panigrahy,et al.  Experimental studies on sloshing behavior due to horizontal movement of liquids in baffled tanks , 2009 .

[6]  Jin-Rae Cho,et al.  Free surface tracking for the accurate time response analysis of nonlinear liquid sloshing , 2005 .

[7]  M. A. Noorian,et al.  A 3D BEM model for liquid sloshing in baffled tanks , 2008 .

[8]  H. Akyıldız,et al.  Sloshing in a three-dimensional rectangular tank: Numerical simulation and experimental validation , 2006 .

[9]  Odd M. Faltinsen,et al.  A numerical nonlinear method of sloshing in tanks with two-dimensional flow , 1978 .

[10]  V. C. Patel,et al.  Viscous effects on propagation and reflection of solitary waves in shallow channels , 1990 .

[11]  Hakan Akyildiz,et al.  Experimental investigation of pressure distribution on a rectangular tank due to the liquid sloshing , 2005 .

[12]  Roger Nokes,et al.  Time-independent finite difference analysis of fully non-linear and viscous fluid sloshing in a rectangular tank , 2005 .

[13]  Odd M. Faltinsen,et al.  Resonant three-dimensional nonlinear sloshing in a square-base basin , 2003, Journal of Fluid Mechanics.

[14]  D. D. Waterhouse Resonant sloshing near a critical depth , 1994, Journal of Fluid Mechanics.

[15]  Valery N. Pilipchuk,et al.  Recent Advances in Liquid Sloshing Dynamics , 2001 .

[16]  Bang-Fuh Chen Viscous Fluid in Tank under Coupled Surge, Heave, and Pitch Motions , 2005 .

[17]  K. C. Biswal,et al.  Non‐linear sloshing in partially liquid filled containers with baffles , 2006 .

[18]  D. V. Evans,et al.  Resonant frequencies in a container with a vertical baffle , 1987, Journal of Fluid Mechanics.

[19]  O M Valtinsen A Nonlinear Theory of Sloshing in Rectangular Tanks , 1974 .

[20]  Jin-Rae Cho,et al.  Numerical study on liquid sloshing in baffled tank by nonlinear finite element method , 2004 .

[21]  P. Mciver,et al.  Approximations to sloshing frequencies for rectangular tanks with internal structures , 1995 .

[22]  Odd M. Faltinsen,et al.  A local directional ghost cell approach for incompressible viscous flow problems with irregular boundaries , 2008, J. Comput. Phys..

[23]  Yonghwan Kim,et al.  Numerical study on slosh-induced impact pressures on three-dimensional prismatic tanks , 2004 .

[24]  Young Ho Kim,et al.  Numerical simulation of sloshing flows with impact load , 2001 .

[25]  Kyuichiro Washizu,et al.  Nonlinear analysis of liquid motion in a container subjected to forced pitching oscillation , 1980 .

[26]  Pengzhi Lin,et al.  Three-dimensional liquid sloshing in a tank with baffles , 2009 .

[27]  Odd M. Faltinsen,et al.  Resonant three-dimensional nonlinear sloshing in a square-base basin. Part 2. Effect of higher modes , 2005, Journal of Fluid Mechanics.

[28]  Pengzhi Lin,et al.  A numerical study of three-dimensional liquid sloshing in tanks , 2008, J. Comput. Phys..

[29]  Hilary Ockendon,et al.  Multi-mode resonances in fluids , 1996, Journal of Fluid Mechanics.

[30]  Michael Isaacson,et al.  HYDRODYNAMIC DAMPING DUE TO BAFFLES IN A RECTANGULAR TANK , 2001 .

[31]  C. W. Hirt,et al.  SOLA: a numerical solution algorithm for transient fluid flows , 1975 .

[32]  Ching Jer Huang,et al.  Numerical Simulation of Nonlinear Viscous Wavefields Generated by Piston-Type Wavemaker , 1998 .

[33]  Odd M. Faltinsen,et al.  Multidimensional modal analysis of nonlinear sloshing in a rectangular tank with finite water depth , 2000, Journal of Fluid Mechanics.

[34]  D. C. Barton,et al.  Finite element analysis of the seismic response of anchored and unanchored liquid storage tanks , 1987 .

[35]  Chih-Hua Wu,et al.  Sloshing waves and resonance modes of fluid in a 3D tank by a time-independent finite difference method , 2009 .