liquid distribution in a packed column
TRANSCRIPT
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Chemical Engineering Science. 1973 Vol. 28 pp. 1677-1683. Pergamon Press.
Printed in Great Britain
Liquid distribution in a packed column
KAKUSABURO ONDA, HIROSHI TAKEUCHI, YOSHIRO MAEDA
and NOBORU TAKEUCHI
Department of Chemical Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Japan
.
(F ir st received 26September 1912; accepted 24 November 1972)
Abstract-The effects of liquid flow rate, packing size, surface tension and viscosity of irrigation
liquid on the liquid spread factor are studied, and the values of the liquid spread factor are correlated
for a wide rangeof packing size.
The distribution of the liquid in a packed column is predicted by using a diffusional model with a
new boundary condition. The boundary condition at the wall is based on the assumption that the pene-
tration of the liquid into the wall takes place by the similar mechanism to the transport phenomena
considering the dependence of the equilibrium wall flow rate on the liquid flow rate. The experimental
results agree well with the theoretical ones for pure water and the surfactant solution.
INTRODUCTION
THE PACKED
column is one of the most common
units employed in diffusional process of absorp-
tion, distillation, humidification etc. For the
performance of a packed column, the distribution
of the liquid over the packing is of importance. It
is, however, very difficult to predict the liquid
distribution of a practical column.
f(G z) = Kw(z),
f(a, z) = @(w(z))
(3~21, (3x31
In general, the theoretical model for the liquid
distribution in a packed bed is based on a dif-
fusional-type equation given by Eq. (1).
(1)
where D is a constant and is designated as the
liquid spread factor. Solutions of this equation
can be obtained with a wide variety of boundary
conditions which are determined from the
behaviour of liquid flowing through the packed
bed. It is necessary that the liquid flow in the
vicinity of the wall of the column is accurately
represented, to predict the local liquid flow rate
in the packed bed.
The several investigators have solved Eq. (1)
with the following boundary conditions at the
wall.
af
>
r
r=(I =
0
G9[
_ x
>
r a
= -(G z) --Yw(z)) (4)[41
dw z)
=f(a, z) - kw(z) = -jy-
(5)
[51
in which
K k k p
and y are the constant show-
ing the wall effect. Equation (2) is the case that
regards the wall as a perfect reflector. This is
clearly unsatisfactory from a physical stand-
point, because the liquid actually flows on the
wall. Equation (3) or (3) is the case that allows a
finite amount of liquid on the wall. However this
condition does not allow arbitrary change in the
liquid flow on the wall at any value of the packed
depth z. Equation (4) corresponds to the con-
dition that the convective heat transfer taken
account of a film resistance occurs on the bed.
Equation (5) which is similar to Eq. (4) is the
condition by an analogy with the process of
accumulation i.e. absorption-desorption mech-
anism. This implies the assumption that the ad-
sorption rate is proportional to Aa, z) and the
desorption rate to w(z), and that the difference
between these quantities is equal to the amount
of liquid transfered from the packing to the wall.
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K. ONDA, H. TAKEUCHI, Y. MAEDA and N. TAKEUCHI
In addition to these boundary conditions, the
condition suggested by Jameson[6] is based on
the assumption that the liquid flowing on the
wall is returned to the packing by the factor F
that is, the boundary condition is established by
considering the wall flow as an extension of
packed bed.
for the solution of Eq. (1) are proposed as follows:
={w*(z) -w(z)} = y.
(6)
According to the recent papers by Onda[7]
and Porter[3] on the wall flow in packed column,
it was shown that the proportion of the wall flow
rate to the total flow rate increases as the liquid
flow rate decreases, and conversely. Therefore
in the boundary condition, it is necessary that the
variation of the liquid flow rate is taken into
account. Then a new boundary condition is
established.
Equation (6) implies the assumption that the wall
flow rate w*(z) which is in equilibrium with the
liquid flow rate in the vicinity of the wall,f(a, z),
exists and that the penetration of the liquid into
the wall takes place by a similar mechanism to
the transport phenomena, that is, the difference
between the equilibrium wall flow rate w* (z) and
the practical wall flow rate w(z) is considered as
a driving force.
The experimental works in literature have
been concerned only with water. It is important
to study with surfactant solutions, because it
seems that surface tensions have a great effect on
liquid spread.
For z = 0, the liquid is supplied in point source
or uniformly distributed over the packing, it is
obtained that
f=f,, = const., r = 0 for point source feed
or
The purpose of the present paper is to study
the effects of liquid flow rate, packing size, sur-
face tension and viscosity of irrigation liquid on
the liquid spread factor D, and to discuss the
validity of the new boundary condition from the
comparison between the liquid distributions.
f=fo = const.,O 5 r
02
or
ln =-ln47rD--&
(f-3)
(8)
in which Q is the total liquid flow rate of the
point source. Therefore D is determined by
plotting In (fz/Q) vs.
r2/z
which give a straight
line. From the slope and intercept of this line, one
may obtain the values of D respectively.
The experimental results obtained in this way
are given in Figs. 4 and 5 which show the relation-
ship between
D
and packing size
dp
for ceramic
Raschig rings and Berl saddles (4 mm-4 in.), re-
spectively. These figures also include the values
reported by several investigators for large pack-
ings, which almost agree with the values in this
work. The dependence of
D
on
d,
is 0.5 for
Raschig rings and Berl saddles, and a straight line
4 68, 2 4 6
d
p cm
Fig. 4. Effect of d on D for Raschig rings.
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Liquid distribution in a packed column
6
4 _ Berl saddles
-
l-2.5 cP) and the liquid flow rate (L = 3000-
x
30000 kg/m2 hr) was almost negligible.
From the facts described above, rearranging
the experimental results, the correlation is ob-
E
tained as follows.
0
2
Q- D =
0.00231 x
dP .5 cr. (10)
In Fig. 7, Eq. (10) is shown with the experimental
data.
8
t
\
0=0 169
x
do
P
37-
Fig. 5. Effect of
d,
for Berl saddles. The symbols are the
same as those in Fig. 4.
in Fig. 4 or 5 represents
D = 0.169 x
dpo.5.
(9)
Though the hold-up is larger in smaller packings,
these figures indicate that this is not significant.
Therefore 4 mm Raschig rings were used also
for surfactant solutions.
When the surface tension of the liquid was
I I
I
I ,111
2 4 6
8 102
varied by addition of surfactant, the dependence
of D on surface tension u was l KI for 4 mm
d q
dynes/cm05
Raschig rings as shown in Fig. 6.
Fig. 7. Correlation of liquid spread factor.
The dependence of D on the viscosity (p =
Evaluations ofC and w* (z)
C. dynes/cm
Fig. 6. Effect of cron D.
The column being sufficiently short, it is pos-
sible to neglect in Eq. (6) Cw*(z) as compared
to Cw(z), then
dw(z)
-=-Cw(z).
dz
(11)
By integration Eq. (11) leads to
In w(z) = In wo-Cz.
(11)
Therefore C is determined by plotting In w(z)
vs. z.
The value of C obtained for pure water by
using Eq. (11) almost agree with k reported by
Dutkai[5], so that C for 6 in. column was deter-
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K. ONDA, H. TAKEUCHI, Y.
MAEDA and N. TAKEUCHI
mined as 4.2 m-l. When the surface tension of
liquid was adjusted to 47 dynes/cm, C was ob-
tained as 3-O m-l, thus C depends on u for which
Dutkai had payed no attention. This dependence
means that the wall flow builds up more slowly at
low surface tensions.
On the other hand, the relationship between
W and fm was presented as Eq. (12) correlated
with Porters data[3] and as Eq. (13) obtained in
this work. These equations do not give a straight
line for the column (6 in.) and packing (l/2 in.
Raschig rings) used in this work.
the total liquid flow rate as a parameter of the
packing depth. This is interpreted as follows, that
is, the liquid of u = 47 dynes/cm is more liable
to wet the ceramic packing than pure water.
Therefore the proportion of the wall flow is small
for lower liquid flow rate, and increases with
liquid flow rate. On the other hand, for u = 73
dynes/cm the proportion of the wall flow is large
because the liquid is not liable to wet the pack-
ings. With increase of the liquid flow rate, how-
ever, the proportion of the wall flow decreases as
the liquid is liable to flow through the packed bed.
w, = 0.202 XfmO for cr = 73 dynes/cm
wr3
W = O+IOOO54l
m1 73
or u = 47 dynes/cm.
(13)
For the estimation of w*(z), these equations
were used.
In this paper, C and W were investigated for
u = 73 and 47 dynes/cm and their dependencies
on o were remarkable as mentioned above. Their
dependencies will be clear in the later papers.
In order to verify the equations obtained for
the liquid distribution, the liquid flow rate in each
segment were measured for various depths of
packing, and the experimental results represented
as the proportion to the total liquid flow rate were
compared with the theoretical values. For the
liquids of u = 73 and 47 dynes/cm, the experi-
mental results for l/2 in. Raschig rings are plotted
together with the theoretical curves in Fig. 9
respectively. The experimental values agree well
with the theoretical one.
When the liquid was irrigated uniformly over
the packing, with increase of packed depth the
liquid will spread through the packed bed and on
to the wall until equilibrium configuration is set
up, which undergoes no further change with in-
crease of the packed depth. Figure 8 shows how
the liquid builds up on the wall with increase of
lcor
90-
- ater Co=73 dynes/cm)
80-
----Surfactant rolution ~=47)
o Porters data 073)
7or
L. kg/m. hr
Fig. 8. Relation between proportion of wall flow and liquid
flow rate as a parameter of packed depth. Uniformly dis-
tributed feed. 1/2 in. Raschig rings. 6 in. column.)
Fig. 9. Comparison of the experimental results with theoret-
ical curve for liquid distribution. Point source feed.
L =
2441
kg/m2 hr. 6 in. column.) ---Theoretical curve for w = 73,
0 Experimental points for T= 73,
- Theoretical curve
for cr = 47,O Experimental points for c = 47.
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Liquid distribution in a packed column
CONCLUSION
The effects of liquid flow rate, packing size,
surface tension and viscosity of irrigation liquid
on the liquid spread factor were studied, and the
liquid spread factors for the packings of Raschig
ring and Berl saddle were correlated with Eq.
(IO).
For the liquid distribution through the packed
bed, a new boundary condition was proposed,
and the experimental results for pure water and
surfactant solution agreed well with the theo-
retical values. Consequently, when the relation
between the equilibrium wall flow rate and the
liquid flow rate at infinite depth of packing is
determined for more various systems, the liquid
distribution in a packed column can be deter-
mined more generally.
NOTATION
a
radius of the column
C wall effect coefficient
packing size
liquid spread factor
liquid flow rate per unit area in packed bed
value off for z = 0
value off for z = 00
constant in Eq. (5)
constant in Eq. (5)
constant in Eq. (3)
liquid flow rate per unit area
total liquid flow rate of the point source
radial variable in cylindrical coordinates
wall flow rate
equilibrium wall flow rate
value of w for z = 0
wall flow rate per unit periphery for z = w
packed depth
constant in Eq. (4)
constant in Eq. (4)
surface tension of irrigation liquid
viscosity of irrigation liquid
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I1
1
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