In recent years, with the rapid development in computational technology, numerical models have been widely accepted as a tool to study fundamental principles governing pneumatic conveying and to assess process performance. The models are categorized as either continuum-based or discrete-based, depending on their treatment of particles or the solid phase.
The continuum model is typically represented by the Two-Fluid Model(TFM). Computationally convenient and efficient as it may be [
74,
75,
76,
77,
78,
79,
80,
81,
82,
83], the effective use of a continuum model depend heavily on constitutive relations employed to close the governing equations of the model. As a result of its limitation, TFM studies have predominantly been applied to the pneumatic transport of powders or fine particles [
74,
75,
76,
77,
78,
79,
80], even though real-world scenarios often involve mixtures of fine and coarse particles. Furthermore, it remains a significant challenge to develop a TFM model to reproduce all the typical flow regimes and transition. The discrete-based model, on the other hand, is typically represented by the the combination of CFD and DEM(CFD-DEM) or LPT(CFD-LPT), where the CFD-LPT is normally treated as a simplified model of CFD-DEM ignoring particle-particle interactions [
84,
85]. Different from TFM, the CFD-DEM is applicable to a wider range of flow conditions because there is no need to consider the complex constitutive relations. In addition, the CFD-DEM approach is capable of generating microscopic information such as the trajectories of particles and forces acting on them [
86,
87]. Since its proposal and rationalization [
88,
89,
90,
91], pneumatic conveying has been one of the major area of application for CFD-DEM approach. This paper hence will review the modelling and simulation of key pneumatic conveying characteristics within the frame of CFD-DEM approach.
4.1. Framework for mathematical modelling
In CFD-DEM method, there exist three sets of equations, which resepctively describe the solid phase, the gas flow and the coupling scheme.
For the solid phase, the particle is treated as individual with two types of motions obeying Newton’s second law: translational and rotational. The governing eauqtions at any time
t are given as follows,
where
,
,
and
are the mass, moment of inertia, translational and angular velocities of partilce
i, respectively;
is the particle-fluid force;
and
are the elastic and viscous contact damping forces between particle
i and particle/wall
j, repectively;
is the gravitational force;
is the torque acting on particle
i due to particle/wall
j. For a particle undergoing multiple interactions, the forces and torques are summed over the
particles and the
walls in contact with particle
j. The particle-fluid force
is the sum of all types of particle-fluid interaction forces acting on individual particles by fluid, which consists of the fluid drag force, the pressure gradient force and in some occasion, viscous force, virtual mass force and lift forces such as the Saffman force and the Magnus force. It is also necessary to take into account the turbulent dispersion effect when a particle experiences an instantaneous fluid velocity in turbulent gas flow. Similarly, the torque acting on a particle consists of different components: one arises from the tangential forces
and another is the rolling friction torque
. A third torque
may come into play if one considers the interaction between partcle and viscous fluid. Different models have been developed for the forces and torques described in Equations (
1) and () is summarized elsewhere [
86,
92].
The governing equations for the gas flow are nothing more than the conservation of mass and momentum in terms of local mean variables given that it is treated as a continous phase. In its original form [
93,
94], the mass conservation and momentum equations are given as follows,
where
and
. The above momentum equation takes another form if the fluid stress tensor in treated differently, as described below,
where
and
. The momentum equation of the original form can be further simplified by adopting the steady and uniform flow assumption in calculating the pressure gradient and viscous forces, see below,
where
and
.
In Eqs.
3-
6,
,
,
P,
are the fluid density, fluid velocity and pressure, and fluid viscous stress tensor, respectively. The stress tensor
takes the following form in analogy to Newtonian fluid,
where
is fluid molecular viscosity and
is the turbulent viscosity. Different models can be used to acquire the value for turbulent viscosity depending on the specific application [
95]. In real application, the model represented by Eqs.
6 has limitations, e.g., performs not well in calculation of complex flow, due to the adoption of certain assumption. Therefore the original model is recommended to solve the ill-posed problems linked to the other two models [
3].
As depicted by the governing equations, it is crystal clear that the particle flow is modelled on individual particle scale, whereas the CFD method describes the gas flow on the aspect of computational cell scale. The descrepency is resolved by the numerical coupling of the two methods, as proposed by Xu and Yu [
90]. During each time step, the Discrete Element Method (DEM) supplies essential data, including the positions and velocities of individual particles, which are crucial for assessing parameters like porosity and the volumetric particle-fluid force within each computational cell. Subsequently, the Computational Fluid Dynamics (CFD) model utilizes this data to calculate the gas flow field, which, in turn, is instrumental in determining the particle-fluid forces acting on individual particles. These computed forces are then incorporated into the DEM, allowing for the prediction of the movement of individual particles in the subsequent time step. It’s important to note that the particle-fluid forces acting on individual particles also exert an equal and opposite reaction on the fluid phase, thereby ensuring compliance with Newton’s third law of motion.
During the process, mapping technique, e.g., the least-square interpolation [
96], is used to convert properties from cell-based scale to particle-based level. To efficiently compute porosity, a particle is considered to belong to a cell if its center lies within the cell’s boundaries, even if it partially overlaps. Errors due to partial overlap are typically ignored, but neighboring cells can be considered to reduce these errors [
97,
98]. Various methods have been proposed to calculate the partial volumes of particles that overlap cell boundaries, including analytical methods [
99], particle meshing methods [
100,
101], local averaging theory [
102], two grids [
103], and diffusion-based averaging theory [
104,
105]. The diffusion-based averaging method is primarily designed for spherical particles and may not extend well to non-spherical particles. The two-grid method involves a mapping procedure between extra Cartesian grids and the original grid, which can lead to accuracy loss. In contrast, the local averaging theory-based method is consistent in handling source terms imposed by particles on fluid, using a spherical cell approach similar to granular materials’ local averaging.
4.2. Particle attrition and breakage
Particle attrition and breakage are inevitable in pneumatic conveying, particularly in dilute-phase mode, affecting conveying characteristics and material quality. Various particle attrition test apparatus exist, but there are research gaps, especially in connecting characterization methods to the specific processes involved. Successful particle attrition modeling must account for both material and process aspects to yield meaningful results. One early effort by Frye and Peukert used the CFD-LPT model to determine impact conditions and employed experiments to assess particle attrition [
106]. Currently, a promising approach combines the CFD-DEM model and particle attrition modeling, as demonstrated by different researchers [
1,
106,
107,
108,
109].
Three types of breakage models have been integrated into the CFD-DEM approach, i.e., the empirical models, the bonded particle model and the comminution model. In terms of empirical model, Han
et al successfully implemented Ghadiri’s attrition model to simulate particle breakage, in which chipping and fragmentation are analyzed separately [
107]. The respective equations for calculating particle sizes produced by the two mechanisms are as follows:
where
is a proportionality factor,
is the diameter of the smaller part of a particle after impact,
is the diameter of the mother particle before impact,
H is the material hardness,
is the particle impact velocity,
and
are the parameters that are determined experimentally, and
is the critical stress intensity factor.
The bonded particle model operates by interconnecting particles using elastic beams and subsequently analyzing stress levels to identify instances of breakage [
110]. In this model, the particles that are bonded together can either possess uniform sizes or exhibit size distributions. Breakage events are determined by computing both normal and shear stresses and then comparing these values against predetermined critical thresholds. This modeling approach is particularly well-suited for materials characterized by brittleness, such as coal, granite, sandstone, and concrete, among others [
1,
106]. Notably, Kong and colleagues applied this model to investigate the breakage of feed pellets in the context of pneumatic conveying. Their study focused on evaluating the effects of inlet velocity and bend radius on the breakage process, with the model representing clusters of particles, often up to ten in number [
9].
The comminution model, initially introduced by Kalman and colleagues, involves assigning each particle a strength distribution function [
111]. As the simulation unfolds, these particles undergo a series of impact events. During each impact event or collision, a selection function is invoked to determine whether the particle will break. If a breakage occurs, the breakage function is activated to create new fragments with strengths in accordance with the assigned strength distribution. However, if the particle manages to withstand the impact, it will experience fatigue, which subsequently influences its strength following the collision. It is worth noting that this attrition model is specifically tailored to describe the compression strength of particles. The selection function is derived from impact experiments, necessitating the establishment of an equivalence function between impact and compression strength [
112]. Brosh
et al have extended the model to study particle attrition in dilute-phase pneumatic conveying, focusing primarily on the effect of the impact velocity [
109]. No such research has been found on the application of this model to feed pellets however to the best of the author’s knowledge, especially considering that feed pellets are generally modelled as non-spherical particles. Actually, the modeling of non-spherical particles within attrition models remains a complex challenge in this research area.
4.3. Pipe wear
Wear is a significant concern in bulk solids handling, leading to increased maintenance costs, environmental impact, productivity loss, and component replacement needs. Pipeline wear primarily occurs due to surface abrasion caused by moving particles in the pipeline. This abrasion encompasses deformation wear due to normal particle impact and cutting wear resulting from oblique particle impact. To estimate surface abrasion quantitatively, researchers use the concept of time-averaged collision intensity (TACI) in CFD-DEM studies for pneumatic bends [
113,
114], as described below,
where
is the surface area of sample wall,
is the simulation time or sampling time period. TACI helps identify the pipe wall position experiencing the highest particle-wall interaction and likely to wear out first, aligning with experimental observations [
115].
To provide quantitative predictions of pipeline wear, numerical gas-solid flow models are combined with wear equations, among which the Finnie’s equation is commonly used [
116,
117]:
where
is the volume of material removed by the impact of a single particle;
p is the plastic flow pressure of erosion surface,
m is the particle mass,
is the particle impact velocity,
is the ratio of vertical to horizontal force components on the particle and
is the particle impact angle. Previous studies have primarily focused on pneumatic conveying, particularly in bends susceptible to erosion, using the CFD-LPT-Wear model [
118]. However, this model cannot explicitly consider particle-particle collisions in pipe erosion. Some recent efforts have applied a CFD-DEM-wear model to study pneumatic pipe wear, combining CFD-DEM with a wear equation tailored for DEM modeling [
1,
119,
120,
121].
It is crucial to choose the right wear equation for numerical models to predict wear rates. There are more than 150 wear equations, of which none is universally practical [
122]. Developing a more general wear equation supported by theoretical and experimental analysis, possibly using finite element methods, is essential [
123,
124]. Additionally, to facilitate industrial applications, a predictive wear model should be established based on systematic numerical studies.
4.4. Electrostatic and moisture effects
The CFD-DEM method is capable of capture the effect of electrostatics on solid transportation [
45,
46,
47,
48,
49,
50]. The electrostatic force acting on particle
i is described as follows [
46,
48],
where the first term on the right side of Equation (
11) refers to the electrostatic forces owing to surrounding charged particles and the second term represents that from pipe walls. In evaluating the electrostatic force arising from other particles, each particle is normally treated as a constant point charge obeying Coulomb’s law. To assess the forces exerted by the pipe walls, an estimation of the average electric field strength near the wall of the pneumatic conveying pipe is conducted, which is based on the assumption that the pipe can be treated as an infinitely long flat plate along its axial direction, see Lim
et al [
46,
48]. In following studies, Grosshans and co-authors have extended the electrostatic force model to encompass situations where charge exchange occurs during particle collisions, either between particles or with the pipe wall [
47]. In a similar context, Korevaar and colleagues [
50] have employed a modeling approach where the wall is assumed to be both grounded and conducting. This technique involves placing an image charge at the same distance but on the opposite side of the conducting planar wall, with a charge of equal magnitude but opposite sign. Most research so far focus on spherical particles with no consideration over over shapes at all, again confines the probability to apply those models on the analysis of feed pellets and thus requires more efforts.
In addition, it is inevitable to encounter moisture in the bulk transportation of feed pellets via pneumatic conveying [
125]. The modelling of moisture is in principle similar to that of electrostatics within the framework of CFD-DEM. [liupy2013] has carried out research for other particulate systems. The work by Ghafori, where the CFD modelling based on the Euler-Euler method is used to study the sedimentation of particles and the erosion problem of pipes in a feed pellets transportation system, offered a good startpoint for the simulation of moisture. Further efforts are needed in this area.