American Journal of Fluid Dynamics
p-ISSN: 2168-4707 e-ISSN: 2168-4715
2012; 2(6): 101-116
doi: 10.5923/j.ajfd.20120206.03
Abdallah Sofiane Berrouk
Department of Chemical Engineering, The Petroleum Institute, Abu Dhabi, P.O. Box 2533, United Arab Emirates
Correspondence to: Abdallah Sofiane Berrouk, Department of Chemical Engineering, The Petroleum Institute, Abu Dhabi, P.O. Box 2533, United Arab Emirates.
| Email: | ![]() |
Copyright © 2012 Scientific & Academic Publishing. All Rights Reserved.
Flow turbulence modulation by dispersed solid particles in a bluff body was studied using two-way-coupled stochastic large eddy simulation. Point-force scheme was used to model the inertial particle back effects on the fluid motion. The fluid velocity field seen by inertial particles was stochastically constructed based on the filtered flow field obtained from well resolved large eddy simulations. For that purpose a Langevin-type diffusion process was used with the necessary modifications to account for particle inertia, cross-trajectory effects and the two-way coupling. The numerical results regarding mean and turbulence statistics for both phases show a very good agreement with the experimental findings for both light and heavy mass loadings (22% and 110% respectively). This numerical investigation demonstrates also the ability of the stochastic-LES-particle approach to predict turbulence modification by inertial particles.
Keywords: Gas-Particle Flows, Large Eddy Simulation, Eulerian-Lagrangian, Turbulence Modulation, Point-Force Coupling, Stochastic Modeling
Cite this paper: Abdallah Sofiane Berrouk, "Stochastic Large Eddy Simulation of an Axisymmetrical Confined-Bluff-Body Particle-Laden Turbulent Flow", American Journal of Fluid Dynamics, Vol. 2 No. 6, 2012, pp. 101-116. doi: 10.5923/j.ajfd.20120206.03.
> 10-6), particles significantly affect the turbulent flow field and the two-way coupling between the phases has to be taken into account.The presence of particles in a turbulent flow can modulate the turbulence in several ways. Particles can distort streamlines or modify velocity gradients leading to a change in turbulence generation.Large particles can generate wakes yielding a turbulence enhancement while small particles cause turbulence damping by the drag forces on them since kinetic energy is converted into heat. This has been the general trend shown by the experimental data[2-5] based on which many demarcation criteria for attenuation or enhancement of gas turbulence in the presence of particles were proposed[6-9]. With the steady increase in computing power, there have been numerous efforts to numerically quantify turbulence modulation by inertial particles. However, highly resolving the flow around thousands to millions of particles to get an accurate particle/turbulence interaction has been prohibited by the number of grid points required. Eaton and Segura[10] showed that one million grid points is needed to mesh a local spherical grid of diameter equal to 25dp to keep errors, in comparison with high-resolution experiments, under 1%. Thus, physical models have been developed and “plugged” to well-resolved numerical simulations to render prediction of turbulence modulation tractable. A commonly applied model is the point-force model that was first used by Squires and Eaton[11] and subsequently improved bySundaram and Collins[12] and Lomholtet al.[13]. The point-force scheme was originally an adaptation of the Particle-source-in-cell (PSIC)[14]. As stated by Eaton and Segura[10] , the point-force model, when added into a Direct Numerical Simulation (DNS), is believed to capture the effects of particles on the energy-containing eddies while being incapable of capturing the extra viscous dissipation associated with the small-scale-turbulence/particle interaction. It is then expected that this fact will be exacerbated when the point-force model is used in the context of Large Eddy Simulation (LES) where the small-scale or the sub-grid-scale motion is discarded by the spatial filtering operation inherent in LES calculations. Segura et al.[15] performed a well-resolved LES of a channel flow using the point-force coupling model. The single-phase flow and particle motions for light loading cases (mass loading ≈ 20%) were accurately predicted compared to the experimental results of Paris and Eaton[16] where as the turbulence attenuation was grosslyunder-predicted. There are some reasons behind the failure of the point force scheme to capture the high levels of local dissipation around the particles. One reason is that most of the Lagrangian models relate the particle drag to the undisturbed fluid velocity which is not available in a two-way coupled LES. The undisturbed fluid velocity field is defined as the velocity field that would exist if the particle was not present. Another reason is the under-prediction of particle drag by Lagrangian tracking models because the models do not account for the effects of subgrid scale turbulence that is missing in the LES field. Thus, the representation of the extra dissipation that occurs at the sub-grid scales may yield amelioration of the point-force LES predictions for Lagrangian two-phase flows.In recent reviews on two-way coupled turbulencesimulations of gas-particle flows, Eaton[17] and Balachandar and Eaton[18] acknowledged the shortcomings of the point-force model in accurately capturing particle-turbulence interaction. They suggested the development of LES with a sub-grid scale model that is locally modified by particles since high-resolution numerical simulations of particle-laden flows are still beyond hope. This suggestion is in line with the outcomes of Elghobashi[19] work who pointed out that in case of a significant two-way coupling, the sub-grid scale turbulence model might need modification specifically if the particulate phase couples strongly with the small scales turbulence (matching between the particle and the sub-grid scale turbulence time scales). Thus, the two-way turbulence modeling should be carried in a rigorous way that account for the particle presence. However, it is well known that there is no precise ‘geometrical’ knowledge on the structure of turbulence in the presence of a suspension of discrete particles and this makes it extremely difficult to modify the one-way turbulence modeling as well as the theory of Kolmogorov on which many turbulence closures for two-phase turbulent flows are based. In the case of two-way coupling, it is assumed that the presence of solid particles changes the transfer rates of energy and energy dissipation while the nature and structure of turbulence remain the same[20]. This implies that one-way turbulence models can be used for two-phase turbulent flows after taking into account the fluid-particle coupling through the void fraction. However, Boivin et al.[21] indicated that the presence of particles in isotropic turbulence yield a non-uniform distortion of the energy spectrum. Squires and Eaton[11] demonstrated that the non-uniform distortion is dependent upon the particle relaxation time. In a different work by Squires and Eaton[22], the non-uniform distortion of the turbulence energy spectrum by particles was attributed to preferential concentration. Also, Elghobashi and Truesdell [23] found that the coupling between particles and fluid yielded an increase in small-scale energy. The relative increase in the energy of the high-wave-number components of the velocity field resulted in a larger turbulence dissipation rate. They also stated that the effect of gravity caused an anisotropic modulation of the turbulence and an enhancement of turbulence energy levels in the direction aligned with gravity. All these findings point towards the fact that the nature and the structure of the energy transfer mechanisms of turbulence are modified by the presence of particles. In this case, modeling of the energy dissipation has to be altered in a manner that takes into account such a modification in turbulence structure. However, the empirical input required for both Reynolds-averaged and LES approaches at the present time makes it difficult to obtain a rigorous two-phase turbulence modeling as suggested by Eaton[17]. Due to this severe limitation, LES modeling of two-waycoupled particle-laden turbulent flow using the point-force scheme should ideally include the sub-grid turbulence motion as seen by the inertial particles. The stochastic approach based on Langevin equation emerges as a promising candidate in this regard. Previous numerical investigations by Berrouk et al.[24, 25] and Berrouk and Laurence[26] in the context of one-way coupled gas-particle turbulent flows showed its promising potential in accounting for the effects of sub-grid turbulence motion on inertial particle dispersion and deposition. In the present work, a Langevin-type diffusion process is used in conjunction with Lagrange LES as a tentative model to compute mean, turbulence statistics and turbulence modulation as predicted by the experimental work of Borée et al.[27] on gas-particle turbulent flow in a confined bluff body. The experiment of Borée et al.[27] presents a challenging validation case for the stochastic Lagrangian particle-LES model since it contains multiple complex flow features such as strong recirculating zones created by dump geometry and multiple stagnation points beside the high Reynolds number. This configuration is typical of an industrial application where the objective is to control the mixing of a fuel (pulverized coal) with the air. Minier et al.[41] showed the potential of RANS/PDF approach through the simulation of the experiment of Borée et al.[27]. Riber et al.[28] simulated the experiment of Borée et al.[27] for the light mass loading case (M=22%) using both hybrid and Lagrange LES. They investigated the effects of the numerical schemes, gas and particle boundary conditions, the grid refinement and the sub-grid scale models on the particle-LES accuracy and they confirmed the potential of LES approaches for two-phase turbulent flows and their relative insensitivity to the details of the numerical solver. Moreover, they recommended accounting for the effects of subgrid fluid turbulence on the particle dynamics which is particularly crucial for the heavy mass loading case.![]() | (1) |
plays the role of a low-pass filter that eliminates scales smaller than the filter width
. This results in smoothing the signal u which is usually random and unpredictable. The velocity can be decomposed into resolved and sub-grid scale components:![]() | (2) |
![]() | (3) |
![]() | (4) |
![]() | (5) |
is the subgrid-scale viscosity: ![]() | (6) |
, where
is the resolved rate-of-strain tensor. The value of the constant
is evaluated based on the dynamic procedure[30, 31]. The filter width,
is taken equal to
with
is the cell volume.The two-way coupling effects are incorporated in the form of a reaction force exerted by the particles on the fluid. This reaction force is equal and opposite to the sum of fluid forces, only drag force in the present simulation, acting on the particles. Therefore the source term
in the momentum equation is given by:![]() | (7) |
and
are the volumes of the cell and solid particles, respectively.
is the velocity of a given particle p and
is the fluid velocity seen by the particle p along its trajectory. It is computed based on the resolved velocity using a stochastic diffusion process as we shall detail in the next section. 

![]() | (8) |
is the particle position, g is the gravity force per unit of mass,
and
are the diameter and the mass density of inertial particles,
is the particle response time
is the particle Reynolds number:
and ν are respectively the density and the kinematic viscosity of the fluid. The effect of particle-particle collision is neglected for these simulations because it is deemed that the momentum exchange due to p-p collisions is much smaller than the momentum exchange due to the forces exerted by the gas since the volume loading ration is still below values usually characterizing contact-dominated flows. We shall discuss this point later in more details.The unknown in the system of Eqs. (8) is the fluid velocity
seen by inertial particles along their trajectories as they move through the turbulent field. The Eulerian velocity field computed using Equations of section 2.1 and interpolated to the particle positions, contains only part of the information of the velocity field that inertial particle should see. This information is linked to the filtered velocity of the large scales. Any information about the sub-grid scale motion is lost because of the filtering operation. This information on the turbulence at the subgrid scale level is crucial for the transport of inertial particles with response times smaller than the smallest LES-resolved time scales. The Langevin model can be used to reconstruct the Lagrangian instantaneous fluid velocity increment as seen by inertial particles based on the LES filtered velocity. The model should account for the inertial character of the particles and the presence of a body force. The general form of the Langevin model chosen for the velocity of the fluid seen by particles is: ![]() | (9) |
and the diffusion matrix
have to be modeled. Each component of the vector dW is a Wiener process (white noise); it is a stochastic process of zero mean,
a variance equal to the time interval,
and delta-correlated in the time domain[33].The theoretical and numerical formulations of the Langevin model have been extensively discussed in the framework of particle-laden RANS[34, 35]. The use of the Langevin model was extended by Berrouk et al.[24] for the modeling of time increment of the fluid velocity seen by inertial particles in LES framework. A detailed derivation of the different terms of the Lagrangian model is provided by Berrouk et al.[24, 26] for the case of one-way coupled LES. Hereafter, we shall discuss only the evaluation of Langevin equation’s terms in the case of inhomogeneous and anisotropic turbulence and how to account for particle inertia, cross-trajectory effects (CT), and the two-way coupling. For two-way coupled situations, the Langevin equation reads: ![]() | (10) |
is the fluid velocity seen by particles along their trajectories,
is the fluid SGS time scale seen by particles,
is the diffusion constant and
is the dissipation rate of the SGS kinetic energy
. The fluid SGS time scale seen by inertial particles
is
(the Eulerian SGS time scale) in the limit of large Stokes number. if
reduces to
(the Lagrangian SGS timescale) since in this case the inertial particles reduce to fluid elements. Thus,
is in general a function of
and varies between
and
as it is portrayed in the following equation[36]:![]() | (11) |
is Stokes number based on the Eulerian SGS time scale and
is the ratio between the Lagrangian and the Eulerian time scales. It is assumed that
keeps the same value across the different scales of turbulence:![]() | (12) |
is chosen to be 0.356[36]). Eq. (11) was developed for particles interacting with homogeneous and isotropic turbulence. Its use in the present context to account for inertia effect on Lagrangian subgrid time scale is more appropriate compared to its use to include inertia effect on Lagrangian time scale in the framework of RANS/SM where the construction of a wide spectrum of anisotropic turbulence fluctuations is sought through the stochastic modeling. For LES, the Lagrangian time scale for the sub-grid fluctuations
is computed using the sub-grid kinetic energy
and its dissipation rate
. The last two quantities are evaluated according to the SGS model used to take into account sub-grid effects on the large scales. It reads following Heinz[38]:![]() | (13) |
![]() | (14) |
and the Kolmogorov constant is taken equal to 2.1[39].The directional dependence of the fluid Lagrangian SGS time scales
is neglected since sub-grid scales are assumed to be homogeneous and isotropic. To account for the cross trajectory effect due to the presence of a body force, the Lagrangian time scale is expressed in the case of inertial particle as function of the instantaneous relative velocity between the fluid and the inertial particles[20]. If we assume direction (1) is the one aligned with the direction of the mean relative velocity and (2) and (3) are the transversal ones, we can use Csanady formulas[40] to compute the different anisotropic time scales:![]() | (15) |
is the mean slip velocity between fluid and inertial particles. k is the resolved turbulent kinetic energy. In fact, Csanady formulas[40] also take into account the continuity effect. The continuity effect postulates that the inertial particle dispersion in a direction perpendicular to the mean drift is twice as faster as inertial particle dispersion in a direction parallel to the mean drift. The diffusion coefficient
is evaluated according to the following formulation[20]:![]() | (16) |
is the modified SGS kinetic energy:![]() | (17) |
is the fluid fluctuating velocity and
, (i=║or ┴) The mean statistical behavior of the cloud of particles that is present in one cell at time t should be taken into account. This results in an additional term in the equation of the drift[20]. In the fluid case, the drift term entering the stochastic differential equation is chosen to be a sum of a filtered term and a subgrid fluctuation term that is characterized by a time scale
. This form is retained for thetwo-phase flow case with a modification of both altered and fluctuating terms to account for the inertia and cross trajectory effects. In case of two-way coupling, it is assumed that solid particles impact the turbulent kinetic energy transfer rate and dissipation with a little effect on the nature and structure of turbulence. Based on that assumption, Minier et al.[20, 41] proposed a model for the seen fluid velocity in case of two-way coupling in RANS framework. They added a source term to the mean part of the drift term to account for the two-way coupling situations. This idea is retained for the LES calculations and depicted by adding the extra acceleration term in Eq. (10).
, and two physical time scales, the particle relaxation time,
, and the time scale of the fluid velocityseen,
. When these scales go to zero, a hierarchy of stochastic differential systems is obtained. The Langevin-type model used in this study degenerates to a stochastic model for turbulent diffusion when
approaches 0, that is, the inertial particles behave like fluid particles. The weak second-order integration scheme consists of a prediction step and a correction step. The prediction step is a weak first-order integration scheme (Euler scheme). By freezing the coefficients on the integration intervals and by resorting to Ito’s calculus, it can be shown that the SDE system (Eqs. 8 and 10) has an analytical solution[26, 35].As test case for the developed model, an axisymmetrical confined-bluff-body particle-laden turbulent flow is simulated. It consists of the experimental work of Borée et al.[27] performed using the flow loop Hercule at EDF R&D. In this experimental work, a low Reynolds number inner jet (Re ≈ 4500) laden with polydispersed glass particles interact with an outer jet characterized by a higher Reynolds number (Re ≈ 40000) creating therefore a zone of strong recirculation (Fig. (1)). ![]() | Figure 1. Sketch of the confined bluff body flow |
and
) are kept under 5 to avoid oscillations in the gradient computations. The velocity profile at the inlet (z=-0.1 m) is prescribed by imposing the experimental mean and turbulence fluctuations measured at z=0 m. Non-slip conditions are imposed at the walls while the outlet is purely convective. A polydispersed glass particles are considered inBorée work[27] with material density (
= 2470 kg/m3) and diameter that covers a wide range of size classes from
to
. Figure (4) shows the particle distribution in mass and in number. Two mass loadings are considered in this experiment and they are both high enough to give rise to a two-way coupling between the carrier and the dispersed phases. The experimental findings show that for the highest mass loading (M=110%), the turbulence is modulated by the particles to an extent that it suppressed the two stagnation points that were observed for the smaller mass loading case (M=22%) and particle-free case. The particle mean and fluctuation profiles are imposed at the inner pipe inlet (z=-0.1 m, R= 0 m) and correspond to the ones measured experimentally at z=0 m. The time step used to solve the continuous phase is ∆tf = 10-4 while the one used for the particulate phase is one order of magnitude smaller: ∆tp = 10-5. ![]() | Figure 2. Cross section unstructured mesh of the bluff body |
![]() | Figure 3. Longitudinal unstructured mesh |
![]() | Figure 4. Initial distribution of the particle size |
. It is defined as the ratio of the particle response time to the SGS turbulence time scale
. ![]() | Figure 5. Streamwise profiles of ratio of fluid subgrid turbulent kinetic energy to fluid total turbulent kinetic energy (KER) and subgrid time scale (TSGS) |
![]() | Figure 6. Radial profiles of ratio of fluid subgrid turbulent kinetic energy to fluid total turbulent kinetic energy. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
|
, is estimated using Eqs. (11-13) and depicted by Figs.(5b) and (7) for the streamwise and radial directions respectively.![]() | Figure 7. Radial profiles of subgrid time scale TSGS. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
.Results indicate that particles with a diameter up to
do sense the discarded SGS turbulence irrespective of their positions in the chamber since their Stokes numbers based on the SGS time scales are smaller than one. These classes of particles represent around 35% of the number of particles injected as it is shown in Fig. (4). The transport of these classes of particles should be affected by the discarded subgrid scale SGS turbulence. Hence the effect of latter should be modelled which justifies the use of the stochastic model described above. Particle-particle collision is usually taken into account for cases where the particle volume fraction
exceeds 10-3[18]. Present numerical results on the maximum particle volume fraction (Fig. (10a)) show that the latter has a time-averaged value of around
for M=22% mass loading and
for the M=110% mass loading. Figure (10b) shows that these maximum particle volume fractions
are found for a limited number of cells equalling 0.05% of the total cell number for M=22% mass loading and 0.5% for the M=110% mass loading. Thus, an algorithm handling particle collisions was deemed not necessary. The decision of not including a time-expensive p-p collision algorithm in the present simulation is also justified by the fact that the time between successive inter-particle collisions,
, is larger than the largest response time of all particle classes present in the chamber (see Tab. (2)), whereby the fluid dynamic transport of the particles is the dominant effect.![]() | Figure 8. Streamwise profiles of Stokes number (St) |
![]() | Figure 9. Radial profiles of Stokes number (St). (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 10. Time variation of: (a) maximum particle void particle αpand (b) number of cells Nc with αp > 10-3 |
, is computed following Lain an Garcia[46]:
Where
is the minimum (lower) particle diameter
,
is the maximum (upper) particle diameter
,
is the maximum relative velocity between particles
, and
is the particle number concentration defined as particle/m3
227 million particles/m3. The overall results regarding both carrier and particle phases obtained using the stochastic LES model and the point-force scheme to account for the two-way coupling are in good agreement with the measurements of Borée et al.[27]. In the next sections, numerical results for continuous and dispersed phases are compared to experimental findings and the effects of the mass loading on both mean and turbulence statistics of the continuous phase are discussed. ![]() | Figure 11. Streamwise profiles of (a) fluid mean streamwise velocity and (b) fluid RMS streamwise velocity for the particle-free configuration (M=0%). Circle: Experiment; solid line: Numerical simulation |
![]() | Figure 12. Radial profiles of fluid mean streamwise velocity for particle-free configuration (M=0%). Circle: Experiment; solid line: Numerical simulation.(a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 13. Radial profiles of fluid mean radial velocity for particle-free configuration (M=0%). Circle: Experiment; solid line: Numerical simulation. (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 14. Radial profiles of fluid turbulent kinetic energy for particle-free configuration (M=0%). Circle: Experiment; solid line: Numerical simulation. (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 15. Streamwise profiles of (a) fluid mean streamwise velocity and (b) fluid RMS streamwise velocity for particle-free (M=0%) and particle-laden (M=22%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Square: Experiment (M=22%); dashed line: Numerical simulation (M=22%) |
![]() | Figure 16. Radial profiles of fluid mean streamwise velocity for particle-free (M=0%) and particle-laden (M=22%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=22%); dashed line: Numerical simulation (M=22%). (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 17. Radial profiles of fluid mean radial velocity for particle-free (M=0%) and particle-laden (M=22%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=22%); dashed line: Numerical simulation (M=22%). (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 18. Radial profiles of fluid turbulent kinetic energy for particle-free (M=0%) and particle-laden (M=22%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=22%); dashed line: Numerical simulation (M=22%).(a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 19. Streamwise profiles of (a) fluid mean streamwise velocity and (b) fluid RMS streamwise velocity for particle-free (M=0%) and particle-laden (M=110%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Square: Experiment (M=110%); dashed line: Numerical simulation (M=110%) |
![]() | Figure 20. Radial profiles of fluid turbulent kinetic energy. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=110%); dashed line: Numerical simulation (M=110%). (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 21. Radial profiles of fluid mean streamwise velocity for particle-free (M=0%) and particle-laden (M=110%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=110%); dashed line: Numerical simulation (M=110%). (a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
![]() | Figure 22. Radial profiles of fluid mean radial velocity for particle-free (M=0%) and particle-laden (M=110%) configurations. Circle: Experiment (M=0%); solid line: Numerical simulation (M=0%); Triangle: Experiment (M=110%); dashed line: Numerical simulation (M=110%).(a) z=0.08m; (b) z=0.16m; (c) z=0.20m; (d) z=0.24m; (e) z=0.32m ; (f) z=0.40m |
.It is worth to mention that in each control volume for the fluid phase, the different velocities of all the particles inside are mass-averaged following Fig. 4. ![]() | Figure 23. Streamwise profiles of particle (a) mean streamwise velocities, (b) RMS streamwise velocity, and (c) RMS radial velocity for particle-laden (M=22%) configuration. Circle: Experiment; solid line: Numerical simulation |
![]() | Figure 24. Radial profiles of particle mean streamwise velocity for particle-laden (M=22%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 25. Radial profiles of particle mean radial velocity for particle-laden (M=22%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 26. Radial profiles of particle RMS streamwise velocity for particle-laden (M=22%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 27. Radial profiles of particle RMS radial velocity for particle-laden (M=22%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 28. Streamwise profiles of particle (a) mean streamwise velocities, (b) RMS streamwise velocity, and (c) RMS radial velocity for particle-laden (M=110%) configuration. Circle: Experiment; solid line: Numerical simulation |
![]() | Figure 29. Radial profiles of particle mean streamwise velocity for particle-laden (M=110%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 30. Radial profiles of particle mean radial velocity for particle-laden (M=110%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 31. Radial profiles of particle RMS streamwise velocity for particle-laden (M=110%) configuration. Circle: Experiment; solid line: Numerical simulation.(a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
![]() | Figure 32. Radial profiles of particle RMS radial velocity for particle-laden (M=110%) configuration. Circle: Experiment; solid line: Numerical simulation. (a) z=0.003m; (b) z=0.08m; (c) z=0.16m; (d) z=0.20m; (e) z=0.24m; (f) z=0.32m ; (g) z=0.40m |
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