Coupled CFD–DEM simulation of fluid–particle interaction in geomechanics

• Published in: Powder technology Vol. 239; pp. 248 - 258
• Main Authors: Zhao, Jidong, Shan, Tong
• Format: Journal Article
• Language: English
• Published: Amsterdam Elsevier B.V 01-05-2013; Elsevier
• Subjects: 1D consolidation; Applied sciences; Chemical engineering; Coupled CFD–DEM; equations; Exact sciences and technology; fluid mechanics; Fluid–particle interaction; Granular media; Handling and storage of chemicals. Piping; Hydrodynamics of contact apparatus; Liquid-liquid and fluid-solid mechanical separations; Miscellaneous; rolling; sand; Sandpile; Settling; Single particle settling; Solid-solid systems; 1D consolidation; Single particle settling; Granular media; Coupled CFD–DEM; Sandpile; Fluid–particle interaction; Computational fluid dynamics; Bin; Buoyancy; Benchmarks; Discrete element method; Fluid-particle interaction; Modeling; Sedimentation; Mining; Consolidation; Drag; Coupled CFD-DEM; Anisotropy; Navier Stokes equation; Particle interaction; Mining industry
• ISSN: 0032-5910; 1873-328X
• DOI: 10.1016/j.powtec.2013.02.003

This paper presents a coupled Computational Fluid Dynamics and Discrete Element Method (CFD–DEM) approach to simulate the behaviour of fluid–particle interaction for applications relevant to mining and geotechnical engineering. DEM is employed to model the granular particle system, whilst the CFD is used to simulate the fluid flow by solving the locally averaged Navier–Stokes equation. The particle–fluid interaction is considered by exchanging such interaction forces as drag force and buoyancy force between the DEM and the CFD computations. The coupled CFD–DEM tool is first benchmarked by two classic geomechanics problems where analytical solutions are available, and is then employed to investigate the characteristics of sand heap formed in water through hopper flow. The influence of fluid–particle interaction on the behaviour of granular media is well captured in all the simulated problems. It is shown in particular that a sand pile formed in water is more homogeneous in terms of void ratio, contact force and fabric anisotropy. The central pressure dip of vertical stress profile at the base of sandpile is moderately reduced, as compared to the dry case. The effects of rolling resistance and polydispersity in conjunction with the presence of water on the formation of sandpile are also discussed.
A well-benchmarked CFD-DEM approach is employed to study the behavior of sandpiling in water through hopper flow. It is found that the presence of water may help to reduce the pressure dip and form a more homogeneous sandpile in terms of contact force network and local void ratio. [Display omitted]
► We present a coupled CFD–DEM approach modelling the fluid–particle interaction. ► We benchmark the numerical approach by two classic geomechanics problems. ► We use the approach to investigate the formation of sandpile in water. ► The effects of fluid–particle interaction in granular media are well captured. ► The presence of water affects moderately the characteristic of sandpile.