The Lattice Boltzmann equation Method (LBM) is an alternative approach to the classical NavierStokes solvers for fluid flow and works on an equidistant grid of cells, called lattice cells, which interact only with their direct neighbours (He & Luo, 1997). The fluid domain is divided into a rectangular grid or lattice, with the same spacing ‘h’ in both the x and the ydirections, as shown in the figure. Multiple Relaxation Time (MRT) with LargeEddy Simulations is used to model turbulent behaviour at high Reynolds number.
Lattice Boltzmann approach can accommodate large grain sizes and the interaction between the fluid and the moving grains can be modelled through relatively simple fluid – grain interface treatments. Further, employing the Discrete Element Method (DEM) to account for the grain – grain interaction naturally leads to a combined LB – DEM procedure (Kumar, Soga, & Delenne, 2012). The Eulerian nature of the LBM formulation, together with the common explicit time step scheme of both LBM and DEM makes this coupling strategy an efficient numerical procedure for the simulation of grain – fluid systems.
Main features
 2D Coupled LBMDEM
 D2Q9 with Multiple Relaxation Time
 Large Eddy Simulations for turbulence modelling
Code

The 2D version of the LBMDEM code is now available at GitHub

The docker image of the LBM code is available at DockerHub
Simulations
Team
Publications
Investigating the source of hysteresis in the SoilWater Characteristic Curve using the multiphase lattice Boltzmann method
Hosseini, R., Kumar, K., Delenne, J.Y.;
The soilwater characteristic curve (SWCC) is the most fundamental relationship in unsaturated soil mechanics, relating the amount of water in the soil to the corresponding matric suction. From experimental evidence, it is known that SWCC exhibits hysteresis (i.e. wetting/drying path dependence). Various factors have been proposed as contributors to SWCC hysteresis, including air entrapment, contact angle hysteresis, inkbottle effect, and change of soil fabric due to swelling and shrinkage, however, the significance of their contribution is debated. From our porescale numerical simulations, using the multiphase lattice Boltzmann method, we see that even when controlling for all these factors SWCC hysteresis still occurs, indicating that there is some underlying source that is not accounted for in these factors. We find this underlying source by comparing the liquid/gas phase distributions for simulated wetting and drying experiments of 2D and 3D granular packings. We see that during wetting (i.e. pore filling) many liquid bridges expand simultaneously and join together to fill the pores from the smallest to the largest, allowing menisci with larger radii of curvature (lower matric suction). Whereas, during drying (i.e. pore emptying), only the limited existing gas clusters can expand, which become constrained by the size of the pore openings surrounding them and result in menisci with smaller radii of curvature (higher matric suction).
Effect Of Slope Angle On The Runout Evolution of Granular Column Collapse for Varying Initial Volumes
Wang, Q., Hosseini, R., Kumar, K.;
Proceedings of the 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney 2021
In nature, submarine slope failures usually carry thousands of cubicmeters of sediments across extremely long distances and cause tsunamis and damages to offshore structures. This paper uses the granular column collapse experiment to investigate the effect of slope angle on the runout behavior of submarine granular landslides for different initial volumes. A twodimensional coupled lattice Boltzman and discrete element method (LBMDEM) approach is adopted for numerically modeling the granular column collapse. Columns with four different slope angles and six different volumes are modelled under both dry and submerged conditions. The effects of hydrodynamic interactions, including the generation of excess pore pressures, hydroplaning, and drag forces and formation of turbulent vortices, are used to explain the difference in the runout behavior of the submerged columns compared to the dry columns. The results show that at any given slope angle, there is a threshold volume above which the submerged columns have a larger final runout compared to their dry counterpart, and this threshold volume decreases with slope angle.
Effect of Initial Volume on the RunOut Behavior of Submerged Granular Columns
Wang, Q., Hosseini, R., Kumar, K.;
GeoCongress 2021, Dallas, USA
Submarine landslides transport thousands of cubic meters of sediment across continental shelves even at slopes as low as 1° and can cause significant casualty and damage to infrastructure. The runout mechanism in a submarine landslide is affected by factors such as the initial packing density, permeability, slope angle, and initial volume. While past studies have focused on the influence of density, permeability, and slope angle on the granular column collapse, the impact of volume on the runout characteristics has not been investigated. This study aims to understand how the initial volume affects the runout using a twodimensional coupled lattice Boltzman and discrete element (LBMDEM) method. The coupled LBMDEM approach allows simulating fluid flow at the porescale resolution to understand the grainscale mechanisms driving the complex continuumscale response in the granular column collapse. For submerged granular column collapse, the runout mechanism is heavily influenced by the interaction between the grains and the surrounding fluid. The development of negative pore pressures during shearing and hydrodynamic drag forces inhibit the flow. On the other hand, entrainment of water resulting in hydroplaning enhances the flow. With an increase in volume, the interaction between the grains and the surrounding fluid varies, causing changes in the runout behavior. For smaller volumes, the forces inhibiting the underwater flow predominates, resulting in shorter runouts than their dry counterparts. At large volumes, hydroplaning results in larger runout than the dry cases, despite the inhibiting effects of drag forces and negative pore pressures.
Investigating the effect of porosity on the soil water retention curve using the multiphase Lattice Boltzmann Method
Hosseini, R., Kumar, K., Delenne, J.Y.;
Powders and Grains 2021, Buenos Aires, Argentina
The soil water retention curve (SWRC) is the most commonly used relationship in the study of unsaturated soil. In this paper, the effect of porosity on the SWRC is investigated by numerically modeling unsaturated soil using the ShanChen multiphase Lattice Boltzmann Method. The shape of simulated SWRCs are compared against that predicted by the van Genuchten model, demonstrating a good fit except at low degrees of saturation. The simulated SWRCs show an increase in the airentry value as porosity decreases.
Mechanics of granular column collapse in fluid at varying slope angles
Kumar, K.;
Delenne, J. Y.;
Soga, K.;
Journal of Hydrodynamics, Ser. B, 29(4), 529‑541.
Numerical study of a sphere descending along an inclined slope in a liquid
Zhang, C.;
Soga, K.;
Kumar, K.;
Sun, Q.;
Jin, F.;
Granular Matter, 19(4), 85.