Mixing characteristics of irregular binaries in a promoted gas--solid fluidized bed: a mathematical model.
Sahoo, A. ; Roy, G.K.
INTRODUCTION
Solid mixing is a common mixing operation widely used in different
industries. In fact, this operation is almost always practiced wherever
particulate matter is processed. This is strongly influenced by
different mobilities of the mixed components, which depend on the
particle properties. However, in industrial solids mixing, it is often
required to mix particles differing widely in physical properties viz.
size, density, and/or shape. The role of particle size and density and
the air flow rate on the segregation or demixing behaviour in a
gas--solid fluidized bed has already been reported (Nienow et al.,
1972). The degree of axial mixing of particles in fluidized beds is
important for many continuous or batch processes, and control thereof is
desirable. In fluidized beds consisting of particles with different size
and/or density a concentration profile will develop over the height of
the bed at moderate gas velocities (Hartholt et al., 1997). Most of the
investigators who discuss the problem of solid mixing in a fluidized bed
have assumed that the solid mixing stems from random movements of
particles and this assumption has rarely been questioned. If it is
correct it follows that solid mixing will occur by interparticle
diffusion or eddy diffusion as in true fluids (Rowe et al., 1965) and
bubble rise. Because of the bubble rise, some solids are seen flowing up
and others flowing down the bed.
LITERATURE
Solid exchange between a bubble wake and the emulsion phase is one
of the fundamental rate processes that directly affect the direct mixing
of fluidized beds (Chiba and Kobayashi, 1977 and Kunii and Levenspiel,
1969).Work relating to the mixing of segregating particles in a
fluidized bed is scanty. Nicholson and Smith (1966) studied the axial
mixing of particles differing in density in a fluidized bed and thereof
proposed a first-order rate equation to describe the progress of mixing
in the short mixing time. Gibilaro and Rowe (1974) formulated a
qualitative model of particle mixing in fluidized beds based on four
physical mechanisms viz. overall particle circulation, interchange
between wake and bulk phases, axial dispersion and segregation. Fan and
Chang (1979) studied the fluidization and solid mixing characteristics
of very large particles where bubble or slug induced drift and gross
solid circulation appeared to be the predominant solid mixing
mechanisms. The degree of axial mixing of particles in fluidized beds is
important for many continuous as well as batch processes and the control
thereof is desirable.
Correlations for Mixing Index
Naimer et al. (1982) have developed the general expression for
mixing index which is widely used for all systems in the form as given
below:
[I.sub.M] = [X.sup.*/[X.sub.bed] (1)
Nienow et al. (1978) have proposed the correlation for the
equilibrium mixing index for an equal-size, density-variant binary
mixture in a three-dimensional fluidized bed as follows:
M = [(1 + [e.sup.-z]).sup.-1] (2)
where,
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (3)
For a size variant, equal density system of particles, Fan et al.
(1990) have developed the following model for the mixing index:
[I.sub.M] = K x [([bar.d].sub.p]/d.sub.F].sup.k] [(U/U -
[U.sub.F]).sup.n] (4)
Role of Bubbles on Mixing
It is a well-known fact that some solids flow up and others flow
down because of bubble rise during fluidization in a gas--solid
fluidized bed. This up-flow and down-flow with an interchange between
the streams is the basis for various counterflow models that have been
proposed to account for the vertical mixing of solids. Van Deemter
(1967) divided the solids into two streams for a tall enough bed of
solid particles and developed two models for up-flowing stream and for
down-flowing stream. The horizontal movement of solids was first studied
by Brotz (1952) in a shallow rectangular bed from where he got the
information to evaluate the horizontal dispersion coefficient [D.sub.sh]. A similar approach was used by other investigators (Mori and
Nakamura, 1965; Hirama et al., 1975; Borodulya et al., 1982). Heertjes
et al. (1967) suggested that the wake material scattered into the
freeboard by the bursting bubbles could contribute significantly to the
horizontal movement of solids. Hirama et al. (1975) and Shi and Gu
(1986) used partition plates in the freeboard just above the bed to
study this effect. All of these investigators used rather shallow beds
of height between 5 and 35 cm. In contrast, Bellgardt and Werther (1984)
made measurements in a much larger bed, namely a 2 m x 0.3 m bed about 1
m deep. Quartz sand (dp = 450 [micro]m) was fluidized, and careful
measurements confirmed that vertical mixing was much faster than the
horizontal mixing, thus justifying the use of a one-dimensional
dispersion model in the horizontal direction. Kunii and Levenspiel
(1991) developed a mechanistic model based on the Davidson's bubble
model and proposed the following expression for the horizontal
dispersion coefficient for both fast and intermediate bubbles:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (5)
DEVELOPMENT OF MATHEMATICAL MODEL
An attempt has been made to develop a theoretical model with the
system parameters on the basis of "Counterflow Solid Circulation
Models" (Kunii and Levenspiel, 1991). Considering both vertical and
horizontal movement of the jetsam particles as some particles displace horizontally due to the bursting of bubbles the dispersion model in the
form of the differential equation can be written as follows:
For solids upward motion, that is, in upward direction:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (7)
For solids downward motion, that is, in downward direction:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (8)
when the superficial velocity of the fluidizing medium is more than
that of jetsam/flotsam particles, assuming that the whole solid material
is divided into two streams; one stream having fraction [f.sub.u] moves
up and the other stream with fraction [f.sub.d] moves down. Thus, the
movement of solids is a continuous process during fluidization. It is
almost impossible to determine the exact fraction of solids moving up or
down. Therefore it has been assumed that always half of the whole bed
material moves in upward direction while the other half moves in the
downward direction during fluidization.
Again with the assumption of [f.sub.d] = [f.sub.u], [U.sub.u] =
[U.sub.d], [C.sub.ju] = [C.sub.jd] and writing f, u, and [C.sub.j] for
these variables respectively in the above Equations (7) and (8), then
adding these two equations the following equation is obtained where (W/2
[[rho].sub.s])/[V.sub.B] is used for f:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (9)
This is the differential equation describing the concentration of
jetsam as a function of bed height. Vertical mixing rate as a function
of gas velocity in rather small beds is given (Kunii and Levenspiel,
1991) as follows:
[D.sub.sv] = 0.06 - 0.1 [u.sub.o] (10)
Horizontal dispersion coefficient as mentioned in the book (Kunii
and Levenspiel, 1991) is given by Equation (6). For Geldart-BD solids
[alpha] has been taken as 0.77.
Equation (6) has been simplified using the expressions for the
bubble diameter, bubble rise velocity, bed voidage fraction, minimum
fluidization velocity, fraction of bed in bubbles etc. (Kunii and
Levenspiel, 1991).
Equation (6) in simplified form is as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (11)
Now Equation (9) can be written as:
[partial derivative].sup.2] [C.sub.j]/[partial derivative][z.sup.2]
+ F[u.sub.o]/F[D.sub.sv] + [D.sub.sh] [partial
derivative[[C.sub.j]/[partial derivative]z] = 0 (12)
where, F = W/2[rho].sub.s] [V.sub.B]
Now describing the coefficient of [partial
derivative][C.sub.j]/[partial derivative]z as a function of height as:
F[u.sub.o]/F[D.sub.sv] + [D.sub.sh] FDsv + Dsh = f (z) (13)
Equation (12) can be written as:
[partial derivative].sup.2][C.sub.j]/[partial derivative][z.sup.2]
+ f (z) [partial derivative][C.sub.j]/[partial derivative]z = 0 (14)
Solving the above differential equation by variable separable method the concentration of jetsam particles can be written as:
[C.sub.j] = [integral] [e.sup.-] [integral] f(z)dz] dz (15)
Now substituting the [D.sub.sh] and [D.sub.sv] from Equation (11)
and Equation (10), respectively, Equation (13) can be expressed as
follows:
f(z) = A + [B.sub.z]/C + [D.sub.z] (16)
where, A = [Fu.sub.o] [C.sub.1] + [Fu.sub.o][D.sub.2]
B = 0.0414 x [Fu.sub.o][D.sub.2]
C = (0.06 + 0.1[u.sub.o])F[C.sub.1] + (0.06 +
0.1[u.sub.o])F[D.sub.2] + K[K.sub.1]
D = (0.06 + 0.1[u.sub.o])0.0414 x F[D.sub.2] + 0.0828K[K.sub.1]
The solution of Equation (15) in terms of A, B, C, and D can thus
be written as:
[C.sub.j] = [integral] [e.sup.-] (B/D)z x (1 +
D/C).sup.[BC-AD]/[D.sup.2] dz (17)
Again on simplification, Equation (17) can be written as:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (18)
This gives the idea for the concentration of jetsam particles for
any system at any height of the bed from the distributor. Thus, the
mixing index at any height can be written as:
[I.sub.M] = [C.sub.j] x W/J (19)
EXPERIMENTATION
Figure 1 gives a schematic diagram of the experimental setup. The
binary mixtures of irregular particles are fluidized in a 15 cm x 100 cm
Perspex column. The components of the mixture have been mixed in the
ratio of 10:90, 25:75, 40:60, and 50:50. For a particular composition of
the mixture, the initial static bed height and the superficial velocity
of the fluidizing medium have been altered four times. The process has
been repeated for four different size/density ratios of the
homogeneous/heterogeneous binary mixtures respectively in unpromoted as
well as promoted beds. The samples have been drawn for analysis for the
static bed condition as well as for the fluidized bed condition. In the
static bed condition the samples have been drawn layer-wise by applying
vacuum after the fluidized bed is brought back to static bed condition
by shutting off the air supply suddenly. In the fluidized bed condition
the samples have been drawn through the side ports during fluidization
process. The samples drawn at different heights have been analyzed for
the distribution of jetsam particles and calculation of their
concentration. The scope of the experiments is presented in Tables 1A,
B, and 2A, B.
[FIGURE 1 OMITTED]
DEVELOPMENT OF EXPERIMENTAL MODELS
The model developed from dimensional approach for the unpromoted
and promoted fluidized beds are as follows:
1. For homogeneous binary mixtures A. Unpromoted fluidized bed (i)
Static bed condition
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (20)
(ii) Fluidized bed condition
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (21)
B. Promoted fluidized bed
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (22)
2. For heterogeneous binary mixtures
A. Unpromoted fluidized bed
(i) Static bed condition
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (23)
(ii) Fluidized bed condition
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (24)
B. Promoted fluidized bed
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (25)
RESULTS AND DISCUSSION
Experimental Validation
The developed model for the concentration of jetsam particles,
thereby for the mixing index has been verified with a number of
homogeneous and heterogeneous binary mixtures by varying the system
parameters. Finally the values of the mixing index obtained through the
theoretical model for unpromoted and promoted beds have been compared
with both the homogeneous and heterogeneous binary mixtures. On
comparing the values of the mixing index at different heights for the
promoted beds with those of unpromoted ones for both the systems, it is
found that the unpromoted fluidized beds are having higher jetsam
concentration in almost all the cases indicating more mixing index than
the promoted beds. A sample plot for the homogeneous binary mixture is
shown in Figure 2. This in turn implies that better mixing is obtained
with the unpromoted bed than the promoted ones, where resistance is
offered in the horizontal plane. Reason for this may be that with the
promoter the bubble rise is obstructed by the discs of the promoter,
which in turn reduce the rise of jetsam particles upwards with the
bubbles. Some particle transport might occur from the upper side of the
lower disc to the bottom of the next upper disc.
[FIGURE 2 OMITTED]
The values of the mixing index calculated by the dimensional
analysis approach have been compared with those obtained from the
experimental observations as well as from the theoretical model for
different types of beds with both the systems (homogeneous and
heterogeneous binary mixtures). The average error values for mixing
index obtained from the comparison of calculated mixing index values by
the dimensional analysis approach and the experimental methods are
listed in Table 3.
Mixing index values obtained from the theoretical model (Equation
(19)) and the numerical models (developed by the dimensional analysis,
Equations (20) to (25)) have been compared with the experimental ones
for different types of fluidized beds for both homogeneous and
heterogeneous binary mixtures in Figures 3 and 4, respectively. It was
observed that the values obtained with the developed theoretical model
are lower than both the experimental ones as well as the developed
dimensional correlations for all types of fluidized beds in both the
systems. The reason for this may be due to the "gulf-streaming
effect" and the assumption of the uniform concentration in a layer
of particles at any height of the bed, which may not be true in reality.
During the process of fluidization some particles move upwards and
some downwards inside the fluidizer. It is difficult to know that at any
instant of time how much portion of the bed materials is moving upward
and how much downward. For the simplification of the modelling it was
assumed that at any instant of time during the process of fluidization
50% of the bed materials is moving up and the balance 50% of the bed
materials is moving in the downward direction.
Theoretical model has been developed on the assumption that 50% of
the bed materials move up as the upward stream and the balance 50% move
down as the downward stream during fluidization. Apparently, segregation
in the axial direction might have been resulted from preferential transportation of lighter particles upwards with rising bubbles and from
interparticle competition to fill the voidage created by the rising
bubbles (Fan and Chang, 1979). The samples were drawn from the ports
made on either side of the column alternately and were analyzed on the
basis of the assumption of uniform concentration for a particular layer
of particles across the cross-section of the column at any height. This
may not be true in totality which in turn results in higher values of
the mixing index over the theoretical values. Lower values of mixing
index by the theoretical model might have been obtained due to these
assumptions which may not be true in an operating fluidized bed.
[FIGURE 3 OMITTED]
[FIGURE 4 OMITTED]
Theoretical Analysis for the Model
Effect of various system parameters viz. size/density of the
particles, initial static bed height, composition of the mixture, and
the superficial velocity of the fluidizing medium on the jetsam
concentration have been studied for both the systems with the unpromoted
and promoted fluidized beds, respectively. A sample plot for the
heterogeneous binary mixtures is shown through Figure 5A to D with the
promoted bed. It is observed that with the increase in flotsam density
or in other words decreasing the ratio of jetsam to flotsam densities
the jetsam concentration decreases at any height and also the jetsam
concentration decreases with the increase in bed height. Although the
same tendency is observed with the homogeneous binaries but the effect
of jetsam and flotsam size ratio on jetsam concentration at any height
is insignificant in comparison with the heterogeneous binaries. In both
the systems, the distribution of jetsam particles in any layer of the
bed has been found to decrease with the increase in jetsam percentage in
the overall mixture, with the increase in the initial static bed height
and with the decrease in size/density ratio of the binary mixture. Also
the distribution of the jetsam was found to decrease with the increase
in the superficial velocity above the minimum fluidization velocity
(Figure 5). It is also observed that the concentration of jetsam
decreases with the height of the bed irrespective of the any system
parameter involved. This implies that the segregation tendency is
observed with all the system parameters for the developed model as the
jetsam concentration gradually decrease with the increase in bed heights
for any system. It is also noted from the Tables 1B and 2B that the
ratio of minimum fluidization velocity of jetsam to that of flotsam for
three mixtures in the case of homogeneous binaries and one mixture in
the case of heterogeneous binaries is greater than 2.0 whereas it is
less than 2.0 in the case of other mixtures indicating clear segregation
tendency with the former mixtures compared to other mixtures in both the
systems studied (Chen and Keairns, 1975). It was also observed that the
mixing index for the homogeneous binaries is better than the
heterogeneous binary mixtures indicating the better mixing operation in
the former case.
[FIGURE 5 OMITTED]
CONCLUSIONS
The degree of mixing depends very much on gas velocity and even
strongly segregating system can either be separated or well mixed by
controlling this. Knowledge of the minimum fluidization velocity is
crucial if the behaviour of a fluidized bed is to be properly analyzed.
The [U.sub.mf] is a simple concept and easy to measure in a
mono-component fluidized bed however, it is complex in both definition
and measurement for any binary system. In a well-mixed bed of two
solids, the void fraction depends strongly on the mean size ratio and
volumetric fractions of its components and its values can be
significantly lower than for a monosized bed of particles.
The developed model has been tested against the existing
experimental data. The distributions of the jetsam particles are
variable in the direction of the bed height. The numerical results are
in satisfactory agreement with the existent experimental data.
The depth of the jetsam layer, the fluidization velocity and the
particle properties, especially the minimum fluidization velocities of
the two components, determines the concentration of jetsam in the upper
stratum of a strongly segregating bed at steady state.
The developed experimental models can be used widely for analyzing
the mixing and segregation characteristics of both the homogeneous and
the heterogeneous binary mixtures of particles over a good range of the
operating parameters. The developed theoretical model establishes that,
the concentration of jetsam (and hence the mixing index) decreases with
the height of the particle layer in the bed measured from the
distributor. The presence of promoter/baffle reduces the mixing aspect
for both the homogeneous and the heterogeneous binaries. This needs more
work to improve upon the model so that the difference between the values
of the mixing index for the experimental and the theoretical can be
minimized. Further work is being carried out to fix up an optimum
fraction of the bed material with respect to its distribution in the
upward and the downward streams during the fluidization process, so that
the theoretical model can be improved. This will ultimately reduce the
difference in values of the mixing index obtained from the theoretical
and the experimental models.
NOMENCLATURE
[C.sub.j] concentration of jetsam particles at any height in the
bed (amount of jetsam particle in the sample drawn at a
height in kg/amount of that in the original mixture, kg)
d diameter of particle, m
[d.sub.b] bubble diameter, cm
[D.sub.C] diameter of the column, m
[D.sub.E] equivalent diameter of the column, m
[D.sub.SH] horizontal dispersion coefficient, [m.sup.2]/s
[D.sub.SV] vertical dispersion coefficient, [m.sup.2]/s
F flow rate of solids moving up or down per bed volume,
[m.sup.3] of the solid/[m.sup.3] of the bed volume
f fraction of solids moving up or down per bed volume,
[m.sup.3] of the solid/m3 of the bed volume
[H.sub.b] height of particles layer in the bed from the
distributor, m
[H.sub.s] initial static bed height, m
[I.sub.M] mixing index, dimensionless
J weight of jetsam particles taken in the bed, kg
K coefficient of the correlation
Ks interchange coefficient
K exponent of parameter
M equilibrium mixing index
N exponent of parameter
u Velocity of the stream of particles moving up or down,
m/s
[u.sub.b] bubble velocity, cm/s
[u.sub.br] bubble rise velocity, cm/s
[U, [u.sub.o] superficial velocity of the fluidizing medium, m/s
[U.sub.F] minimum fluidization velocity of the mixture, m/s
[U.sub.TO] take over velocity defined as the value of U
corresponding to M = 0.5
[V.sub.B] volume of the bed, [m.sup.3]
W weight of the total bed material, kg
[X.sup.*] percentage of jetsam particle in any layer
[[bar.X].sub.bed] percentage of jetsam particle in the bed
Z height of any layer of particle in the bed
measured from the distributor, (varying from
0-0.2 m)
Greek symbols
[delta] fraction of bed in bubble
[alpha] a factor, the ratio of wake diameter to bubble diameter
[epsilon] bed voidage fraction
[rho] density of particle, kg/[m.sup.3]
Suffixes
F, f flotsam
fl fluidizing condition
j jetsam
m mixture
mf minimum fluidization condition
u upward component
d downward component
o operating condition
p particle
s solids
w wake solids
Abbreviations
Dia_ratio ([d.sub.j]/[d.sub.f] x ([d.sub.m]/[d.sub.f])
Dens_factor [rho].sub.f]/[rho].sub.j] x [rho]m/[rho].sub.j]
MI-cal calculated values of mixing index
MI-exp experimental values of mixing index
MI-th mixing index values obtained from the theoretical
model
Manuscript received March 13, 2007; revised manuscript received
July 18, 2007; accepted for publication August 9, 2007.
REFERENCES
Bellgardt, D. and J. Werther, "The Distribution of Feed
Particles in Fluidized Bed Combustors-Model Experiments with Shrinking
Tracer Particles," Proc. of 16th Int. Symp. on Heat and Mass
Transfer, Dubrovnik (1984).
Borodulya, V. A., Y. G. Epanov and Y. S. Teplitskii,
"Horizontal Particle Mixing in a Free Fluidized Bed," J. Eng.
Phys. 42, 767-773 (1982).
Brotz, W. "Principles of Fluidization Processes," Chem.
Ing. Tech. 24, 60-81 (1952).
Chen, J. L.-P. and D. L. Keairns, "Particle Segregation in a
Fluidized Bed," Can. J. Chem. Eng. 53, 395-402 (1975).
Chiba, T. and H. Kobayashi, "Solid Exchange between the Bubble
Wake and the Emulsion Phase in a Gas-Fluidized
Bed," J. Chem. Eng. Jpn. 10, 206-210 (1977).
Fan, L. T. and Y. Chang, "Mixing of Large Particles in
Two-Dimensional Gas Fluidized Beds," Can. J. Chem. Eng. 57, 88-97
(1979).
Fan, L. T., Y. Chen and F. S. Lai, "Recent Developments in
Solids Mixing," Powder Technol. 61, 255-287 (1990).
Gibilaro, L. G. and P. N. Rowe, "A Model for a Segregating Gas
Fluidised Bed," Chem. Eng. Sci. 29, 1403-1412 (1974).
Hartholt, G. P., R. la Riviere, A. C. Hoffmann and L. P. B. M.
Janssen, "The Influence of Perforated Baffles on the Mixing and
Segregation of Binary Group B Mixture in a Gas-Solid Fluidized
Bed," Powder Technol. 93, 185-188 (1997).
Heertjes, P. M., L. H. De Nie and J. Verloop, "Transport and
Residence Time of Particles in a Shallow Fluidized Bed," in
"Int. Symp. on Fluidization," F A. A. H. S. Drinkenburg, Ed.,
Netherlands Univ. Press, Amsterdam (1967), pp. 476.
Hirama, T., M. Ishida and T. Shirai, "The Lateral Dispersion
of Solid. Particles in Fluidized Beds," Kagaku Kogaku Ronbunshu 1,
272 (1975).
Kunii, D. and O. Levenspiel, "Fluidization and Mapping of
Regimes," in "Fluidization Engineering," Wiley, New York (1969).
Kunii, D. and O. Levenspiel, "Solid Movement: Mixing,
Segregation and Staging," in "Fluidization Engineering,"
Butterworth-Heinemann, Stoneham, U.S.A. (1991).
Mori, Y. and K. Nakamura, "Solid Mixing in Fluidized
Bed," Kagaku Kogaku 29, 868-875 (1965).
Naimer, N. S., T. Chiba and A. W. Nienow, "Parameter
Estimation for a Solids Mixing/Segregation Model for Gas Fluidized
Beds," Chem. Eng. Sci. 37, 1047-1057 (1982).
Nicholson, W. J. and J. C. Smith, "Solids Blending in a
Fluidized Bed," J. Chem. Eng. Prog., Symp. Ser. 62, 83-91 (1966).
Nienow, A. W., P. N. Rowe and L. Y.-L. Cheung, "A Quantitative
Analysis of the Mixing of Two Segregating Powders of Different Density
in a Gas-Fluidized Bed," Powder Technol. 20, 89-97 (1978).
Nienow, A. W., P. N. Rowe and A. J. Agbim, "The Role of
Particle Size and Density Difference in Segregation in Gas Fluidised
Beds," in "Proc. PACHEC Chem. Eng. Congr. 1," Kyoto,
Japan, October, 1972, pp. 10-14.
Rowe, P. N., B. A. Partridge, A. G. Cheney, G. A. Henwood and E.
Lyall, "The Mechanisms of Solids Mixing in Fluidized Beds,"
Trans. Instn. Chem. Engrs. 43, T271-T286 (1965).
Shi, Y. and M. Gu, "Fluidization Engineering," in Proc.
3rd World Congress, "Chemical Engineering," Tokyo, 1986, D.
Kunii and O. Levenspiel, Eds., Butterworth-Heinemann, Stoneham, U.S.A.
(1991).
Van Deemter, J. J., "The Countercurrent Flow Model of a
Gas-Solid Fluidized Bed," in Proc. "Int. Symp. on
Fluidization," A. A. H. Drinkenburg, Ed., Netherlands Univ. Press,
Amsterdam (1967), pp. 334-347.
A. Sahoo * and G. K. Roy
Chemical Engineering Department, National Institute of Technology,
Rourkela 769008, Orissa, India
* Author to whom correspondence may be addressed. E-mail addresses:
asahu@nitrkl.ac.in, abantisahoo@hotmail.com, abantisahoo@gmail.com
DOI 10.1002/cjce.20009
Table 1A. Scope of the experiment (for homogeneous binaries)
Serial Bed Size of Size of Ratio of
no. material jetsam dp x flotsam dp x jetsam to
[10.sup.3], m [10.sup.3], m flotsam in
the mixture
1 Dolomite 1.015 0.725 25:75
2 Dolomite 1.015 0.725 25:75
3 Dolomite 1.015 0.725 25:75
4 Dolomite 1.015 0.725 25:75
5 Dolomite 1.015 0.725 10:90
6 Dolomite 1.015 0.725 40:60
7 Dolomite 1.015 0.725 50:50
8 Dolomite 1.29 0.725 25:75
9 Dolomite 1.44 0.725 25:75
10 Dolomite 1.7 0.725 25:75
Serial Average Initial static Heights of
no. particle size bed height layers for
of the mixture [H.sub.s], x the withdrawal
dp x [10.sup.2], m of samples,
[10.sup.3], m [H.sub.b] x
[10.sup.2], m
1 0.798 12 2,4,6,8,10,12
2 0.798 14 2,4,6,8,10,12,14
3 0.798 16 2,4,6,8,10,12,14,16
4 0.798 20 2,4,6,8,10,12,14,16,18,20
5 0.754 20 2,4,6,8,10,12,14,16,18,20
6 0.841 20 2,4,6,8,10,12,14,16,18,20
7 0.870 20 2,4,6,8,10,12,14,16.18,20
8 1.008 20 2,4,6,8,10,12,14,16,18,20
9 1.083 20 2,4,6,8,10,12,14,16,18,20
10 1.213 20 2,4,6,8,10,12,14,16,18,20
Table 1B. Bed material properties (for homogeneous binaries)
Bed
material Component dp x [U.sup.mf],
[10.sup.3], m m/s
Mixture-1 Larger material 1.015 0.585
Smaller material 0.725 0.376
Ratio of above two 1.400 (unitless) 1.556 (unitless)
Mixture-2 Larger material 1.290 0.759
Smaller material 0.725 0.376
Ratio of above two 1.780 (unitless) 2.016 (unitless)
Mixture-3 Larger material 1.440 0.843
Smaller material 0.725 0.376
Ratio of above two 1.986 (unitless) 2.242 (unitless)
Mixture-4 Larger material 1.700 0.976
Smaller material 0.725 0.376
Ratio of above two 2.345 (unitless) 2.590 (unitless)
Table 2A. Scope of the experiment
(for heterogeneous binaries)
Serial Bed material Density of Density of
Number flotsam jetsam
particles [P.sub.p] x
[P.sub.p] x [10.sub.3],
[10.sub.3], kg/
kg/ [m.sup.3]
[m.sup.3]
1 Coal and iron 1430 4760
2 Refractory
brick and iron 2550 4760
3 Latrite and iron 3390 4760
4 Dolomite and iron 2940 4760
5 Dolomite and iron 2940 4760
6 Dolomite and iron 2940 4760
7 Dolomite and iron 2940 4760
8 Dolomite and iron 2940 4760
9 Dolomite and iron 2940 4760
10 Dolomite and iron 2940 4760
Serial Bed material Ratio of Average
Number jetsam to particle density
flotsam in of the mixture
the [P.sub.p] x
mixture [10.sub.3],
kg/[m.sup.3]
1 Coal and iron 25:75 2262.5
2 Refractory
brick and iron 25:75 3102.5
3 Latrite and iron 25:75 3732.5
4 Dolomite and iron 25:75 3395.0
5 Dolomite and iron 10:90 3122.0
6 Dolomite and iron 40:60 3668.0
7 Dolomite and iron 50:50 3850.0
8 Dolomite and iron 25:75 3395.0
9 Dolomite and iron 25:75 3395.0
10 Dolomite and iron 25:75 3395.0
Serial Bed material Initial
Number static
bed height
[H.sub.s], x
[10.sub.2], m
1 Coal and iron 20
2 Refractory
brick and iron 20
3 Latrite and iron 20
4 Dolomite and iron 20
5 Dolomite and iron 20
6 Dolomite and iron 20
7 Dolomite and iron 20
8 Dolomite and iron 16
9 Dolomite and iron 18
10 Dolomite and iron 22
Serial Bed material Heights of
Number layers for the
withdrawal
of samples,
[H.sub.b], x
[10.sub.2], m
1 Coal and iron 2,4,6,8,10,12,14,16,18,20
2 Refractory
brick and iron 2,4,6,8,10,12,14,16,18,20
3 Latrite and iron 2,4,6,8,10,12,14,16,18,20
4 Dolomite and iron 2,4,6,8,10,12,14,16,18,20
5 Dolomite and iron 2,4,6,8,10,12,14,16,18,20
6 Dolomite and iron 2,4,6,8,10,12,14,16,18,20
7 Dolomite and iron 2,4,6,8,10,12,14,16,18,20
8 Dolomite and iron 2,4,6,8,10,12,14,16
9 Dolomite and iron 2,4,6,8,10,12,14,16,18
10 Dolomite and iron 2,4,6,8,10,12,14,16,18,20
Table 2B. Bed material properties (for heterogeneous binaries)
Bed Component [[rho].sub.p] [U.sub.mf],
material x [10.sub.3], m/s
kg/[m.sub.3]
Coal and Heavier material 4760.0 1.055
iron Lighter material 1430.0 0.469
mixture Ratio of above 3.329 (unitless) 2.249 (unitless)
Refractory Heavier material 4760.0 1.055
brick Lighter material 2550.0 0.703
and iron Ratio of above 1.867 (unitless) 1.502 (unitless)
mixture
Dolomite Heavier material 4760.0 1.055
and Lighter material 2940.0 0.773
iron Ratio of above 1.619 (unitless) 1.366 (unitless)
mixture
Latrite Heavier material 4760.0 1.055
and Lighter material 3390.0 1.849
iron Ratio of above 1.404 (unitless) 1.244 (unitless)
mixture
Table 3. Averaged error values for each of the semi-empirical
models presented (with reference to Equations (20) to (25)) in
comparison with the experimental values for different types
of beds and bed materials
Material
Type Homogeneous mixture
UP-St. UP-Fl. Promoted
Bed Type Bed Bed bed
Reference Equation Equation Equation
equations (20) (21) (22)
Std. Dev. 6.399 5.995 6.642
Mean Dev. 0.587 -0.624 -0.619
Material
Type Heterogeneous mixture
UP-St. UP-Fl. Promoted
Bed Type Bed Bed bed
Reference Equation Equation Equation
equations (23) (24) (25)
Std. Dev. 13.759 10.787 11.455
Mean Dev. -1.881 -2.446 4.754