Effect of Baffle Design Parameters on Fluid Dynamic Response of a Coal Classifier
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Journal of Mining World Express Volume 3 Issue 1, January 2014 www.mwe‐journal.org
doi: 10.14355/mwe.2014.0301.03
15
Effect of Baffle Design Parameters on Fluid
Dynamic Response of a Coal Classifier Hamid Khoshdast*1, Hami Khoshdast2, Vahideh Shojaei1
1 Mining Engineering Department, College of Mining and Industry, Bahonar University, Zarand, 77611‐56391 Iran 2 Mechanical Engineering Division, INVENTIVE® Mineral Processing Research Center, Zarand, 77611‐56391 Iran
*1 [email protected]; [email protected]
Abstract
The effect of baffle design parameters including length,
slope, shape, and installation position on fluid dynamic
behavior of a coal classifier was simulated using
computational fluid dynamic approach. General response of
classifier at different conditions was interpreted by referring
to turbulent patterns inside the sorting column and fluid
velocity magnitude in products outlets. Results showed that
the effect of design parameters is directly influenced by
other operating factors such as feed pulp flowrate. The
velocity of discharge streams can be used for the prediction
of particle size variations of products due to any change in
fluid dynamic pattern in classier.
Keywords
Hydraulic Classifier; Coal; Baffle; Computational Fluid Dynamic;
Modeling
Introduction
Classification is a method of separating mixtures of
minerals into two or more products on the basis of the
velocity with which the grains fall through a fluid
medium. In mineral processing, this is usually water,
and wet classification is generally applied to mineral
particles which are considered too fine to be sorted
efficiently by screening (Wills and Napier‐Munn, 2006).
Hydraulic classifiers are used in many coal and
mineral applications such as fine coal classification,
the removal of clay fines from siliceous sands, particle
size control in closed circuits with mills, fine control in
taconite pellet washing, dewatering of coal tailing
prior to centrifugation, silica removal from iron ores,
cement purification, etc. (Taggart, 1945; Sarrafi, 1987;
Kelly and Spottiswood, 1989; Priester et al., 1993;
Vijayendra, 1995; Nematollahi, 2002).
Classifiers consist essentially of a sorting column in
which a fluid is rising at a uniform rate. Particles
introduced into the sorting column either sink or rise
according to whether their terminal velocities are
greater or lesser than the upward velocity of the fluid.
The sorting column therefore separates the feed into
two products. An overflow consisting of particles with
terminal velocities lesser than the velocity of the fluid
and an underflow or spigot product of particles with
terminal velocities greater than the rising velocity
(Wills and Napier‐Munn, 2006).
Numerous researches are available in which the
influence of different operating parameters on the
performance of wet hydraulic classifiers has been
investigated (Bhardwaj et al., 1987; Klumpar, 1992;
Heiskanen, 1996; Honaker and Mondal, 2000; King,
2001; Galvin et al., 2005; Zhou et al., 2006; Feng et al.,
2008; Galvin and Zhou, 2012; Johansson and Evertsson,
2012; Tao et al., 2012). The effects of these parameters
on the cut point (d50) as a representative criteria of
classifier performance can be summarized as follows:
The cut point is directly influenced by feed
particle size;
As solid content increases, the cut point
increases due to the effect of hindered‐settling
condition;
Density difference between the particles has a
pronounced effect on classification, especially
in coarser size ranges. In general, the cut point
decreases as density of the particles increases;
The cut point increases by increasing hydraulic
(feed) flowrate;
At constant feed flowrate, two phenomena lead
to decreasing the cut point by increasing
volume of the classifier. First, large classifiers
provide a sorting column with less turbulent
regime inside the classifier. Second, particles’
retention time decreases with increase of
volume. Both of these effects improve efficiency
of classification process; therefore, the cut point
is inversely related to volume of the classifier.
These parameters influence the fluid velocity and the
turbulent condition in sorting column. One practical
solution is to install a barrier, namely baffle, inside the
column to control and moderate turbulent stream of
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input pulp. The design features of baffle are key
factors which directly affect the performance of
classifier.
The aim of this paper is to investigate the effect of
design manipulation of baffle’s structure and position
on hydraulic behavior of a classifier at Zarand coal
washing plant (Kerman, Iran) using computational
fluid dynamic approach.
Modeling of Hydraulic Classifier
Theory of the Model
It is well known that the best choice for modeling flow
patterns in water‐base separators is to apply
incompressible Navier‐Stokes equation in combination
with a turbulent flow model. To predict the fluid flow
pattern in a classifier the governing equation consists
of the continuity and momentum balance equations
for the liquid phase as follow:
. 0v (1)
.( ) .( )vv p g
(2)
where ρ is the fluid density, g is the gravity, v is the
velocity of fluid and p is the static pressure. The stress
tensor τ can be calculated as below:
22( ) .
3effective v v
(3)
effective t (4)
where μ and μeffective are dynamic and effective
viscosities, respectively (Singh et al., 2006; Bhaskar et
al., 2007). The momentum equation can be solved
using a turbulent flow (TF) model. The standard k‐ε
dispersed turbulence model is a TF model commonly
used for engineering purposes. Variables k and ε
characterize turbulent kinetic energy and turbulent
dissipation rate, respectively. The k‐ε model is solved
based on equations:
!
( ) ( ) ( )! !
ii k
i j k j
μn kρk ρku μ G ρε
t x r n r x σ x
(5)
2
1 2( ) ( ) ( ) ( )ii ε k ε
i j ε j
μ k ε ερε ρεu μ C G C ρ
t x x σ x k k
(6)
where Gk is the kinetic energy due to velocity gradient
and μt is the viscosity of turbulent flow. These
parameters can be calculated as follows:
' ' jk i j
i
uG u u
x
(7)
2
t
kC
(8)
where uʹ is the velocity vector and C1ε, C2ε, σk, σε and
Cn are constant values (Nakhaei and Sam, 2009).
Modeling Procedure
The effect of structural adjustment of baffle on
hydraulic response of a coal classifier was investigated
using computational fluid dynamic (CFD) approach.
Design parameters included baffle length, l (0, 1.95
and 3.9 m), slope of baffle sheet, θ (30 and 60 degree
for length 1.95 m), baffle curvature (flat and curved),
and installation position. For each condition, two
different pulp flowrate was considered (0.05 and 1.55
m3/s). Fluid property was fixed for a pulp with 15
wt.% solid content (practical value was 16±2 wt.%).
The studied classifier was fed by a fine feed with
characteristic size (d80) of about 400±20 μm. Fig. 1
shows a schematic illustration of classifier studied in
this paper.
FIG. 1 SCHEMATICS OF HYDRAULIC CLASSIFIER AT ZARAND
COAL WASHING PLANT
The simulation used the steady state, pressure based,
implicit formulation of Fluent 6.3 software which
employs finite volume method and the physical
meshing of the classifier was constructed in pre‐
processor Gambit 2.3. The initial and boundary
conditions were set on the basis of practical data
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Journal of Mining World Express Volume 3 Issue 1, January 2014 www.mwe‐journal.org
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measured in the plant: pulp velocity of 0.009758 and
0.3026 m/s for pulp flowrates of 0.05 and 1.55 m3/s,
respectively, pulp density of 1.099 kg/m3 and viscosity
of 1.022×10‐3 kg/ms, and atmospheric pressure (1 atm).
In order to approximate more accurate results the
residual convergence and iteration values were fixed
at 1×10‐5 and 10000, respectively (Dehghani‐Sanij, 2008;
Golshahifar, 2009).
Validation of the Model
The validation process of the model was done using the experimental data reported by Shariat and
coworkers (Shariat et al., 2010) from a laboratory
hydraulic classifier. In this regard, the water velocity
in overflow discharge gate was plotted against
predicted values. As shown in Fig. 2, the predicted
values are in good agreement with experimental
measurements. This confirms the accuracy of the
model chosen.
FIG. 2 COMPARISON BETWEEN EXPERIMENTAL DATA AND
SIMULATION RESULTS
(a) l = 0 m, Q = 0.05 m3/s (b) l = 1.95 m, Q = 0.05 m3/s (c) l = 3.9 m, Q = 0.05 m3/s
(d) l = 0 m, Q = 1.55 m3/s (e) l = 1.95 m, Q = 1.55 m3/s (f) l = 3.9 m, Q = 1.55 m3/s
FIG. 3 VELOCITY PATTERN INSIDE THE CLASSIFIER FOR DIFFERENT BAFFLE LENGTHS AND PULP FLOWRATES
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FIG. 4 PULP VELOCITY MAGNITUDE AT OVERFLOW AND UNDERFLOW DISCHARGES FOR DIFFERENT BAFFLE LENGTHS
(a) θ = 60°, Q = 0.05 m3/s (b) θ = 30°, Q = 0.05 m3/s
(c) θ = 60°, Q = 1.55 m3/s (d) θ = 30°, Q = 1.55 m3/s
FIG. 5 VELOCITY PATTERN INSIDE THE CLASSIFIER FOR DIFFERENT BAFFLE SLOPES AND PULP FLOWRATES
Simulation Results and Discussion
Effect of Baffle Sheet Length
Fluid velocity patterns inside the classifier simulated
for different baffle lengths are shown in Fig. 3. As seen,
turbulency inside the column decreases by increasing
the baffle length, especially at high pulp flowrate.
These models clearly show the action of baffle to
control the turbulent environment. The variation in
pulp velocity of overflow and underflow is shown in
Fig. 4. Baffle decreases the turbulency by breaking and
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dispersing the pulp stream lines. Long baffle
moderates the turbulency in sorting column and this,
in turn, decreases the underflow velocity. In contrast,
long baffle prevents pulp to freely flow inside the
column. Therefore, stream lines concentrate above
baffle sheet and are directed to overflow outlet. This
will increase the velocity of overflow. Since the
particle size distribution in products directly follows
the fluid velocity in outlets, it would be expected that
the fraction of coarse particles in overflow product
increases by increasing of baffle length. This means
that classifier cut‐size should be controlled by
manipulation of feed flowrate and/or solid content (i.e.
pulp density and viscosity).
FIG. 6 PULP VELOCITY MAGNITUDE AT OVERFLOW AND UNDERFLOW DISCHARGES FOR DIFFERENT BAFFLE SLOPES
(a) Flat sheet, Q = 0.05 m3/s (b) Curved sheet, Q = 0.05 m3/s
(c) Flat sheet, Q = 1.55 m3/s (d) Curved sheet, Q = 1.55 m3/s
FIG. 7 VELOCITY PATTERN INSIDE THE CLASSIFIER FOR FLAT AND CURVED BAFFLES
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Effect of Baffle Slope
Effect of baffle slope on fluid dynamic response of
classifier is shown in Fig. 5. At low pulp flowrate and
baffle slope, stream lines are directed toward overflow
outlet and thus, the sorting column experiences lower
turbulency. Under this condition, fluid velocity
decreases and increases in overflow and underflow,
respectively (Fig. 6). At high pulp flowrate, classifier
gives different velocity patterns. At higher slope, there
is enough space above baffle sheet for formation of
pulp vortex, whereas at lower slope, high speed
stream of pulp will directly encounter the classifier
wall and flows toward the sorting column. Therefore,
both turbulency inside the column and underflow
velocity increase (Fig. 6). As seen from Fig. 6, changing
of baffle slope at high pulp flowrates has less affected
the fluid velocity in outlets and consequently,
products particle size. This result offers that at high
flowrates, changing of baffle length is more preferred
for controlling the particles distribution.
Effect of Baffle Curvature
Fig. 7 shows the effect of baffle sheet curvature on
classifier velocity pattern. At lower pulp flowrate, the
effect of curved baffle on column turbulency and
therefore, velocity of product streams (Fig. 8) can be
neglected. However, stream density above the curved
baffle has fairly increased. In contrast, baffle
deformation has significantly increased turbulent
pattern inside the classifier fed by high speed pulp
Curved form of baffle makes fluid streams to flow into.
sorting column faster than flat baffle and to form a
vortex pattern (capillary effect). Increased turbulency
inside the column will then increase the underflow
velocity to some extent. In addition, limited space
above curved baffle would break fluid stream lines
above the baffle and consequently, decrease the
velocity in overflow outlet (Fig. 8).
FIG. 8 PULP VELOCITY MAGNITUDE AT OVERFLOW AND UNDERFLOW DISCHARGES FOR DIFFERENT BAFFLE SHAPES
Position A Position B Position C
FIG. 9 DIFFERENT POSITIONS CONSIDERED FOR CFD SIMULATION OF CURVED BAFFLE
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(a) P(A), Q = 0.05 m3/s (b) P(B), Q = 0.05 m3/s (c) P(C), Q = 0.05 m3/s
(d) P(A), Q = 1.55 m3/s (e) P(B), Q = 1.55 m3/s (f) P(C), Q = 1.55 m3/s
FIG. 10 EFFECT OF BAFFLE POSITION ON VELOCITY PATTERN INSIDE THE CLASSIFIER FOR DIFFERENT PULP FLOWRATES
FIG. 11 PULP VELOCITY MAGNITUDE AT OVERFLOW AND UNDERFLOW DISCAHRGES FOR DIFFERENT BAFFLE POSITIONS
Effect of Baffle Position
Effect of baffle position on fluid dynamic of classifier
was also investigated. Three different installation
points were considered for a curved baffle with
equivalent radius. These positions are illustrated in Fig.
9. As seen from simulation results shown in Fig. 10,
turbulency has been enhanced for positions B and C
since feed pulp directly flows to the sorting column.
Under these conditions, it would be expected that
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underflow velocity increases and the velocity in
overflow outlet decreases (Fig. 11). It is also seen from
Fig. 11 that at high feed flowrate, the velocity in
underflow outlet is nearly equal for positions B and C.
This could likely be interpreted as follows; for both
classifiers, the velocity of feed pulp is equal and very
fast which directly flows into column after encounter
the curved interior face of baffles and a turbulent
saturated environment is formed inside the sorting
column. This saturated stream pattern is not observed
for position A.
Conclusions
The following points can be highlighted from the
present study:
1. CFD‐based simulation gives useful information
about fluid dynamic response of hydraulic
classifier following any operating and/or
design manipulation.
2. The action of baffle to reduce the turbulence
conditions inside the classifier is dependent on
various parameters. Baffle for a specific
classifier should be designed on the basis of
operating parameters and requested perform‐
ance of the classification practice. CFD
approach could be a useful tool for optimum
selection of baffle design aspects.
3. Effects of design parameters are directly
influenced by operating factors.
4. Results obtained from changing baffle
installation position may lead to the conclusion
that the velocity and thus, volumetric rate of
products streams is independent from
hydraulic and turbulent conditions inside the
classifier when feed stream is directed to
sorting column without any intermediate.
There are many other operating parameters such as
pulp solid content, feed particle size distribution, etc.
that affect the hydraulic performance of classifiers.
Further studies are required to investigate these effects.
ACKNOWLEDGMENT
Technical supports from Zarand Coal Washing Plant
and INVENTIVE® Mineral Processing Research Center
are acknowledged.
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