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Numerical modeling of fluid-particle interaction in granular media

Numerical modeling of fluid-particle interaction in granular media
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摘要 Fluid-particle interaction underpins important behavior of granular media. Particle-scale simulation may help to provide key microscopic information governing the interaction and offer better understanding of granular media as a whole. This paper presents a coupled computational fluid dynamics and discrete element method (CFD-DEM) approach for this purpose. The granular particle system is modeled by DEM, while the fluid flow is simulated by solving the locally averaged Navier-Stokes equation with CFD. The coupling is considered by exchanging such interaction forces as drag force and buoyancy force between the DEM and CFD. The approach is benchmarked by two classic geomechanics problems for which analytical solutions are available, and is further applied to the prediction of sand heap formation in water through hopper flow. It is demonstrated that the key characteristic of granular materials interacting with pore water can be successfully captured by the proposed method. Fluid-particle interaction underpins important behavior of granular media. Particle-scale simulation may help to provide key microscopic information governing the interaction and offer better understanding of granular media as a whole. This paper presents a coupled computational fluid dynamics and discrete element method (CFD-DEM) approach for this purpose. The granular particle system is modeled by DEM, while the fluid flow is simulated by solving the locally averaged Navier-Stokes equation with CFD. The coupling is considered by exchanging such interaction forces as drag force and buoyancy force between the DEM and CFD. The approach is benchmarked by two classic geomechanics problems for which analytical solutions are available, and is further applied to the prediction of sand heap formation in water through hopper flow. It is demonstrated that the key characteristic of granular materials interacting with pore water can be successfully captured by the proposed method.
出处 《Theoretical & Applied Mechanics Letters》 CAS 2013年第2期37-40,共4页 力学快报(英文版)
基金 supported by the Research Grants Council of Hong Kong (622910)
关键词 granular media fluid-particle interaction coupled CFD-DEM single particle settling 1Dconsolidation sand pile pressure dip granular media, fluid-particle interaction, coupled CFD-DEM, single particle settling, 1Dconsolidation, sand pile, pressure dip
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参考文献6

  • 1C. O'Sullivan, Particulate Discrete Element Modelling: A Ge- omechanics Perspective (Spon Press, London, 2011).
  • 2H. Zhu, Z. Zhou, and R. Yang, et al., Chemical Engineering Science 63, 5728 (2008).
  • 3H. Zhu, Z. Zhou, and R. Yang, et al., Chemical EngineeringScience 62, 3378 (2007).
  • 4Y. Tsuji, T. Kawaguchi, and T. Tanaka, Powder Technology 77, 79 (1993).
  • 5G.Stoles, Trans. Cambr. Phil. Soc. 8, 287 (1844).
  • 6K. Terzaghi, Theoretical Soil Mechanics (Wiley, New York, 1943).

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