liquid distribution in a packed column

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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

    REFERENCES

    I1

    1

    CHILA Z. and SCHMIDT O., Co t. Czech. Chem. Comm. 1958 23 569.

    i2i PORTER K. E. and JONES M. C., Trans. Insfn Chem. Engrs 1963 41240.

    131 PORTER K. E.. Truns. Insrn Chem. Enars 1968 46 T69.

    i4i KOLAR V. andSTANEK V., Colln. Czech. Chem. Comm. 1965 30 1054.

    [5] DUTKAI E. and RUCKENSTEIN E., Chem. Engng Sci. 1968 23 1365.

    [6] JAMESON G. J., Trans. ZnsrnChem. Engrs 196644T198.

    171 ONDA K.. TAKEUCHI H. and TAKAHASHI M., Kaguku Kogaku 1969 33 478.

    i8j TOUR R. s. and LERMAN T., Trans. Am. l nsrn Chem. bgrs 1944 40 79.

    191 CHILA Z. and SCHMIDT 0.. Colln. Czech. Chem. Comm.

    1957 22 896.

    [iOj HOFTYZER P. J., Trans. Insin Chem. Engrs 196442 109.

    [ 1 ] ONDA K. and KATO T., Master Thesis in Nagoya Univ. 1969.

    [12] DUTKAI E. and RUCKENSTEIN E., Chem. Engng Sci. 1970 25 483.

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