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PARTICLE-LADEN FLOW - ERCOFTAC SERIES Phần 5 pptx
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Mô tả chi tiết
DNS of particle-laden flow over a backward
facing step at a moderate Reynolds number
A. Kubik and L. Kleiser
Institute of Fluid Dynamics, ETH Z¨urich, Switzerland
Summary. The present study investigates turbulence modification by particles in
a backward-facing step flow with fully developed channel flow at the inlet. This
flow configuration provides a range of flow regimes, such as wall turbulence, free
shear layer and separation, in which to compare turbulence modification. Fluid-phase
velocities in the presence of different mass loadings of particles with a Stokes number
of St = 3.0 are studied. Local enhancement and attenuation of the streamwise
component of the fluid turbulence of up to 27% is observed in the channel extension
region for a mass loading of φ = 0.2. The amount of modification decreases with
decreasing mass loading. No modification of the turbulence is found in the separated
shear layer or in the re-development region behind the re-attachment, although there
were significant particle loadings in these regions.
1 Background
The use of Direct Numerical Simulations (DNS) to predict particle-laden flows
is appealing as it promises to provide accurate results and a detailed insight
into flow and particle characteristics that are not always, or not easily, accessible to experimental investigations. In the present study, a vertical turbulent
flow over a backward-facing step (with gravity pointing in the mean flow direction) at moderate Reynolds number Reτ ≈ 210 (based on friction velocity
uτ and inflow channel half-width h) is investigated by means of DNS. The
main focus is directed towards particle statistics and turbulence modification.
Fessler and Eaton [9] reported the results of experiments on particle-laden
flows in a backward-facing step configuration. Like in our simulations, in this
work the bulk flow rate was fixed. The corresponding Reynolds number was
approximately Reτ ≈ 644. The experiments were performed with glass and
copper particles of different diameters in downward air flows. The particles
used in our simulations were chosen to match those in experiments and our
previous studies. (Due to limited space results for only one particle species
are presented here.)
Bernard J. Geurts et al. (eds), Particle Laden Flow: From Geophysical to Kolmogorov Scales, 165–177.
© 2007 Springer. Printed in the Netherlands.
166 A. Kubik and L. Kleiser
Our previous studies, e.g. [13], concentrated on particle-laden flows in a
vertical channel down-flow at the above-mentioned Reynolds number. It was
confirmed that particle feedback causes the turbulence intensities to become
more non-isotropic as the particle loading is increased. The particles tended to
increase the characteristic length scales of the fluctuations in the streamwise
velocity, which reduces the transfer of energy between the streamwise and the
transverse velocity components.
2 Methodology, numerical approach and parameters
The Eulerian-Lagrangian approach is adopted for the calculations of the fluid
flow and the particle trajectories. The two phases are coupled, as the fluid
phase exerts forces on the particles and experiences a feedback force from the
dispersed phase.
Fluid phase
The fluid phase is described by the 3D time-dependent modified Navier-Stokes
equations in which the feedback force on the fluid is added as an effective body
force. Additionally, the incompressibility constraint must be satisfied.
Duf
Dt = −∇p +
1
Re∆uf + f g + f r , ∇ · uf = 0 (1)
The symbols uf , t, p, Re, f g and f r denote the fluid velocity, time, pressure,
Reynolds number, gravity force and feedback force per unit mass, respectively.
To compute the feedback force the sum of the drag and lift forces acting on a
particle is redistributed to the nearest grid points, summed up with feedback
forces from other particles and divided by the mass of fluid contained in the
volume surrounding the grid point. [11]
The geometry and dimensions of the backward-facing step domain are
shown in fig. 1. The Reynolds number of the inlet channel flow in the present
simulation is chosen to be Reτ ≈ 210, as in our previous work [12],[13]. This
is a moderate number, still manageable in terms of computational costs but
securely located in the range of flows considered turbulent. Based on the bulk
velocity of the fluid, the Reynolds number is around 3333. This translates to
a Reynolds number of the back-step, based on bulk velocity and step height
H of ReH ≈ 6666.
The equations are solved using a spectral–spectral-element Fourier–Legendre code [20] with no-slip boundary conditions on the walls and periodic boundary conditions in the spanwise direction. Fully developed turbulent channel flow from a separate calculation is applied at the inlet, whereas
a convective boundary condition is imposed at the outlet.
DNS of particle-laden flow over BFS at moderate Re 167
H z x
y
2h
u
Fig. 1. The geometry of the backward-facing step domain.
Inlet channel
Channel half-width h
Channel span 3.2h
Channel length 5H
Backward-facing step domain
Step height H = 2h
Expansion ratio H : 2h = 1
Domain behind step 52H
Dispersed phase
The particles are tracked individually. Their trajectories are calculated simultaneously in time with the fluid phase equations by integrating the equation of
motion for each particle. This is done by solving the equations for the particle
velocity and position vectors as given by Maxey and Riley [15]. Several modifications were necessary: A lift force was supplemented ad hoc as described in
[16],[18]. Empirical and analytical corrections for the drag and lift were necessary to accommodate moderate Reynolds numbers [5],[17] and the proximity
of walls [1],[8],[19]. Only the effects of drag, gravity and lift are taken into
account [11]. The equations for the particle velocity and position are thus
dup(k)
dt = Fdrag + Fg + Flif t , dxp(k)
dt = up(k) (2)
where up(k) denotes the velocity and xp(k) the position of the particle k.
Fdrag, Fg and Flif t represent the drag, gravity and lift force per particle
mass, respectively. Equations (2) were discretized in time and solved using
a third-order Adams-Bashforth scheme. Particle-wall collisions are modeled
taking into account the elasticity of the impact and particle deposition for
low-velocity particles in regions of low shear [12],[11]. Particle-particle collisions are omitted in this study and the parameter range for the calculations
is restricted such as to keep this assumption valid. At the initial time the
backward-facing step computational domain contains no particles. They are
168 A. Kubik and L. Kleiser
introduced via the inlet channel flow, in which they have reached a statistically
s spatial distribution (starting with a random field) in a separate calculation.
Monodisperse particles with a particle-to-fluid density ratio of ρp/ρf =
7458 are used. The particle Reynolds number Rep characterizing the flow
around the particle is defined as
Rep = dp |uf − up|
ν (3)
where dp is the particle diameter, |uf − up| the velocity slip between the
particle and the fluid at the particle position and ν the kinematic viscosity of
the fluid. The particles response time τp for small particles with high particleto-fluid density ratios can be derived from the expression by Stokes τp,Stokes
corrected for non-negligible Reynolds numbers by the relation [5]
τp = τp,Stokes
[1 + 0.15Re0.687 p ]
≈ ρpd2
p
18µ[1 + 0.15Re0.687 p ] (4)
where µ the fluid dynamic viscosity. The Stokes number is the ratio of the
particle response time to a representative time scale of the flow, St = τp/τf .
There are several fluid time scales appropriate for analyzing the backwardfacing step flow, such as the approximate large-eddy passing frequency in the
separated shear layer 5H/ucl [9] or the local turbulence time-scale k/. (ucl is
the fluid velocity at the centerline.) In the present study the nominal Stokes
number was chosen to be St = 3.66, based on τp,Stokes and the large-eddy
time scale. This corresponds to a Stokes number of St = 3.0 based on τp and
turbulence time-scale k/ at the inlet channel centerline.
3 Results and Discussion
Figure 2 shows a contour plot of the mean fluid velocity with superimposed
streamlines. The flow topology includes the recirculation region behind the
step, an enlarged boundary layer at the step-opposite wall (due to the pressure
gradient), the re-attachment point at x/H = 7.4, a deceleration of the flow
behind the step, and a re-development toward an symmetric channel flow at
approximately x/H = 20. It should be noted that the mean velocity profile
is unchanged by the presence of particles, as constant fluid mass flow was
enforced in the simulation. (Additionally, relatively low mass loadings of the
particles combined with the high particle-to-fluid density ratio result in very
low volume loadings of the particles.)
Figure 3 shows a contour plot of the mean particle number density c divided by the particle number density averaged over the inlet c. Very few
particles are found in the recirculation region directly behind the step. After
the re-attachment point an increasing number of particles can be found below