Adsorption, Ion Exchange, Chromatography, and Electrophoresis
Adsorption, Ion Exchange, Chromatography, and Electrophoresis
Chapter 15
Adsorption, ion exchange, and chromatography are sorp- pores are used, with adsorption occurring on the surface of
tion operations in which components of a fluid phase (sol- the pores.
utes) are selectively transferred to insoluble, rigid particles In an ion-exchange process, as in Figure 15.1b, ions of pos-
suspended in a vessel or packed in a column. Sorption, a gen- itive charge (cations) or negative charge (anions) in a liquid
eral term introduced by J.W. McBain [Phil. Mag., 18, 916– solution, usually aqueous, replace dissimilar and displaceable
935 (1909)], includes selective transfer to the surface and/or ions, called counterions, of the same charge contained in a
into the bulk of a solid or liquid. Thus, absorption of gas spe- solid ion exchanger, which also contains immobile, insoluble,
cies into a liquid and penetration of fluid species into a non- and permanently bound co-ions of the opposite charge. Thus,
porous membrane are sorption operations. In a sorption ion exchange can be cation or anion exchange. Water soften-
process, the sorbed solutes are referred to as sorbate, and the ing by ion exchange involves a cation exchanger, in which a
sorbing agent is the sorbent. reaction replaces calcium ions with sodium ions:
In an adsorption process, molecules, as in Figure 15.1a, or þ
atoms or ions, in a gas or liquid, diffuse to the surface of a ðaqÞ þ 2NaRðsÞ $ CaR2ðsÞ þ 2NaðaqÞ
Ca2þ
solid, where they bond with the solid surface or are held by where R is the ion exchanger. The exchange of ions is revers-
weak intermolecular forces. Adsorbed solutes are referred to ible and does not cause any permanent change to the solid
as adsorbate, whereas the solid material is the adsorbent. To ion-exchanger structure. Thus, it can be used and reused
achieve a large surface area for adsorption per unit volume, unless fouled by organic compounds in the liquid feed that
porous solid particles with small-diameter, interconnected attach to exchange sites on and within the ion exchange resin.
568
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A –
B –
A
Adsorbent –
– – –
Adsorbed layer Fluid phase A
on surfaces in pores – B A
– A
–
4
B
A –
3
2
– Matrix with fixed charges
1
A B Counterions
Figure 15.1 Sorption operations with
– Co-ions solid-particle sorbents. (a) Adsorption.
(a) (b) (b) Ion exchange.
The ion-exchange concept can be extended to the removal the 1960s, following inventions by Milton [2] of synthetic
of essentially all inorganic salts from water by a two-step molecular-sieve zeolites, which provide high adsorptive
demineralization process or deionization. In step 1, a cation selectivity, and by Skarstrom [3] of the pressure-swing cycle,
resin exchanges hydrogen ions for cations such as calcium, which made possible a fixed-bed, cyclic gas-adsorption pro-
magnesium, and sodium. In step 2, an anion resin exchanges cess. The commercial separation of liquid mixtures also
hydroxyl ions for strongly and weakly ionized anions such as began in the 1960s, following the invention by Broughton
sulfate, nitrate, chloride, and bicarbonate. The hydrogen and and Gerhold [4] of the simulated moving bed for adsorption.
hydroxyl ions combine to form water. Regeneration of the Uses of ion exchange date back at least to the time of
cation and anion resins is usually accomplished with sulfuric Moses, who, while leading his followers out of Egypt, sweet-
acid and sodium hydroxide. ened the bitter waters of Marah with a tree [Exodus 15:23–
In chromatography, the sorbent may be a solid adsorbent; 26]. In ancient Greece, Aristotle observed that the salt con-
an insoluble, nonvolatile liquid absorbent contained in the tent of water is reduced when it percolates through certain
pores of a granular solid support; or an ion exchanger. In any sands. Studies of ion exchange were published in 1850 by
case, the solutes to be separated move through the chromato- both Thompson and Way, who experimented with cation
graphic separator, with an inert, eluting fluid, at different exchange in soils before the discovery of ions.
rates because of different sortion affinities during repeated The first major application of ion exchange occurred over
sorption, desorption cycles. 100 years ago for water treatment to remove calcium and
During adsorption and ion exchange, the solid separating other ions responsible for water hardness. Initially, the ion
agent becomes saturated or nearly saturated with the mole- exchanger was a porous, natural, mineral zeolite containing
cules, atoms, or ions transferred from the fluid phase. To silica. In 1935, synthetic, insoluble, polymeric-resin ion
recover the sorbed substances and allow the sorbent to be exchangers were introduced. Today they are dominant for
reused, the asorbent is regenerated by desorbing the sorbed water-softening and deionizing applications, but natural and
substances. Accordingly, these two separation operations are synthetic zeolites still find some use.
carried out in a cyclic manner. In chromatography, regeneration Since the 1903 invention of chromatography by M. S.
occurs continuously, but at changing locations in the separator. Tswett [5], a Russian botanist, it has found widespread use as
Adsorption processes may be classified as purification or an analytical, preparative, and industrial technique. Tswett
bulk separation, depending on the concentration in the feed separated a mixture of structurally similar yellow and green
of the components to be adsorbed. Although there is no sharp chloroplast pigments in leaf extracts by dissolving the
dividing concentration, Keller [1] has suggested 10 wt%. extracts in carbon disulfide and passing the solution through
Early applications of adsorption involved only purification. a column packed with chalk particles. The pigments were
Adsorption with charred wood to improve the taste of water separated by color; hence, the name chromatography, which
has been known for centuries. Decolorization of liquids by was coined by Tswett in 1906 from the Greek words chroma,
adsorption with bone char and other materials has been prac- meaning ‘‘color,’’ and graphe, meaning ‘‘writing.’’ Chroma-
ticed for at least five centuries. Adsorption of gases by a solid tography has revolutionized laboratory chemical analysis of
(charcoal) was first described by C.W. Scheele in 1773. liquid and gas mixtures. Large-scale, commercial applica-
Commercial applications of bulk separation by gas tions described by Bonmati et al. [6] and Bernard et al. [7]
adsorption began in the early 1920s, but did not escalate until began in the 1980s.
C15 09/22/2010 Page 570
Also included in this chapter is electrophoresis, which one bed is directed to the other bed as a downward-flowing
involves the size- and charge-based separation of charged purge to regenerate the adsorbent. The purge is exhausted at
solutes that move in response to an electric field applied a pressure of 141.3 kPa. By conducting the purge flow coun-
across an electrophoretic medium. Positively charged solutes tercurrently to the entering air flow, the highest degree of
migrate to the negative electrode; negatively charged water-vapor desorption is achieved.
Other equipment shown in Figure 15.2 includes an air
solutes migrate toward the positive electrode. Typical media
compressor, an aftercooler, piping and valving to switch the
include agarose, polyacrylamide, and starch, which form gels
beds from one step in the cycle to the other, a coalescing filter
with a high H2O content that allows passage of large solutes to remove aerosols from the entering air, and a particulate
through their porous structures. Electrophoresis is widely filter to remove adsorbent fines from the exiting dry air. If
used to separate and purify biomolecules, including proteins the dry air is needed at a lower pressure, an air turbine can be
and nucleic acids. installed to recover energy while reducing air pressure.
During the 5-minute adsorption period of the cycle, the
Industrial Example capacity of the adsorbent for water must not be exceeded. In
this example, the water content of the air is reduced from
Pressure-swing gas adsorption is used for air dehydration and 1.27 103 kg H2O/kg air to the very low value of 9.95
for separation of air into nitrogen and oxygen. A small unit 107 kg H2O/kg air. To achieve this exiting water-vapor con-
for the dehydration of compressed air is described by White tent, only a small fraction of the adsorbent capacity is utilized
and Barkley [8] and shown in Figure 15.2. The unit consists during the adsorption step, with most of the adsorption occur-
of two fixed-bed adsorbers, each 12.06 cm in diameter and ring in the first 0.2 m of the 1.27-m bed height.
_________________________________________________
packed with 11.15 kg of 3.3-mm-diameter Alcoa F-200 acti-
vated-alumina beads to a height of 1.27 m. The external The bulk separation of gas and liquid mixtures by adsorp-
porosity (void fraction) of the bed is 0.442 and the alumina- tion is an emerging separation operation. Important prog-
bead bulk density is 769 kg/m3. ress is being made in the development of more-selective
The unit operates on a 10-minute cycle, with 5 minutes for
adsorbents and more-efficient operation cycles. In addi-
adsorption of water vapor and 5 minutes for regeneration,
tion, attention is being paid to hybrid systems that include
which consists of depressurization, purging of the water
membrane and other separation steps. The three sorption
vapor, and a 30-s repressurization. While one bed is adsorb-
operations addressed in this chapter have found many
ing, the other bed is being regenerated. The adsorption (dry-
applications, as given in Table 15.1, compiled from list-
ing) step takes place with air entering at 21 C and 653.3 kPa
ings in Rousseau [9]. These cover a wide range of solute
(6.45 atm) with a flow rate of 1.327 kg/minute, passing
molecular weights.
through the bed with a pressure drop of 2.386 kPa. The dew- This chapter discusses: (1) sorbents, including their equili-
point temperature of the air at system pressure is reduced
brium, sieving, transport, and kinetic properties with respect
from 11.2 to 61 C by the adsorption process. During the
to solutes removed from solutions; (2) techniques for con-
270-s purge period, about one-third of the dry air leaving
ducting cyclic operations; and (3) equipment configuration
and design. Both equilibrium-stage and rate-based models
are developed. Although emphasis is on adsorption, basic
Dry air principles of ion exchange, chromatography, and electropho-
resis are also presented. Further descriptions of sorption
operations are given by Rousseau [9] and Ruthven [10].
Particulate
filter
§15.1 SORBENTS
To be suitable for commercial use, a sorbent should have: (1)
high selectivity to enable sharp separations; (2) high capacity
to minimize amount of sorbent; (3) favorable kinetic and
Adsorber Adsorber transport properties for rapid sorption; (4) chemical and ther-
no. 1 no. 2
mal stability, including extremely low solubility in the con-
tacting fluid, to preserve the amount of sorbent and its
properties; (5) hardness and mechanical strength to prevent
Purge Purge
crushing and erosion; (6) a free-flowing tendency for ease of
Coalescing
filter filling or emptying vessels; (7) high resistance to fouling for
Moist long life; (8) no tendency to promote undesirable chemical
air cw reactions; (9) capability of being regenerated when used with
Gas commercial feedstocks containing trace quantities of high-
Aftercooler
compressor MW species that are strongly sorbed and difficult to desorb;
Figure 15.2 Pressure-swing adsorption for the dehydration of air. and (10) low cost.
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mixture, the pores, if sufficiently larger in diameter than the method (Brunauer, Emmett, and Teller [11]). Typically, the
liquid molecules, fill with liquid. At equilibrium, because of BET apparatus operates at the normal boiling point of N2
differences in the extent of physical adsorption among liquid (195.8 C) by measuring the equilibrium volume of pure N2
molecules, composition of the liquid in pores differs from that physically adsorbed on several grams of the adsorbent at a
of bulk liquid surrounding adsorbent particles. The observed number of different values of the total pressure in a vacuum
exothermic heat effect is referred to as the heat of wetting, of 5 to at least 250 mmHg. Brunauer, Emmett, and Teller
which is much smaller than the heat of adsorption for a gas. derived an equation to model adsorption by allowing for for-
As with gases, the extent of equilibrium adsorption of a given mation of multimolecular layers. They assumed that the heat
solute increases with concentration and decreases with tem- of adsorption during monolayer formation (DHads) is con-
perature. Chemisorption can also occur with liquids. stant and that the heat effect associated with subsequent lay-
Table 15.2 lists, for six major types of solid adsorbents: ers is equal to the heat of condensation (DHcond). The BET
the nature of the adsorbent and representative values of the equation is
mean pore diameter, dp; particle porosity (internal void frac-
P 1 ð c 1Þ P
tion), ep ; particle density, rp; and specific surface area, Sg. In ¼ þ ð15-6Þ
yðP0 PÞ ym c ym c P0
addition, for some adsorbents, the capacity for adsorbing
water vapor at a partial pressure of 4.6 mmHg in air at 25 C where P ¼ total pressure, P0 ¼ vapor pressure of adsorbate at
is listed, as taken from Rousseau [9]. Not included is specific test temperature, y ¼ volume of gas adsorbed at STP (0 C,
pore volume, Vp, which is given by 760 mmHg), ym ¼ volume of monomolecular layer of gas
adsorbed at STP, and c ¼ a constant related to the heat of
V p ¼ ep =rp ð15-3Þ adsorption exp[(DHcond DHads)=RT].
Experimental data for y as a function of P are plotted,
Also not included in Table 15.2, but of interest when the according to (15-6), as P=[y(P0 P)] versus P=P0, from
adsorbent is used in fixed beds, are bulk density, rb, and bed which ym and c are determined from the slope and intercept
porosity (external void fraction), eb , which are related by of the best straight-line fit of the data. The value of Sg is then
computed from
rb aym N A
eb ¼ 1 ð15-4Þ Sg ¼ ð15-7Þ
rp V
Although the BET surface area may not always represent where Psp ¼ vapor pressure of liquid in pore, Ps ¼ the normal
the surface area available for adsorption of a particular mole- vapor pressure of liquid on a flat surface, s ¼ surface tension
cule, the BET test is reproducible and widely used to charac- of liquid in pore, and yL ¼ molar volume of liquid in pore.
terize adsorbents. Vapor pressure of the condensed phase in the pores is less
than its normal vapor pressure for a flat surface. The effect of
Pore Volume and Distribution dp on Psp can be significant. For example, for liquid nitrogen
Specific pore volume, typically cm3 of pore volume/g of at 195.8 C, Ps ¼ 760 torr, s ¼ 0.00827 N/m, u ¼ 0, and
adsorbent, is determined for a small mass of adsorbent, mp, yL ¼ 34.7 cm3/mol. Equation (15-14) then becomes
by measuring the volumes of helium, VHe, and mercury, VHg, d p ðA8 Þ ¼ 17:9=lnðPs =Psp Þ ð15-15Þ
displaced by the adsorbent. Helium is not adsorbed, but fills
the pores. At ambient pressure, mercury cannot enter the From (15-15) for dp ¼ 30 A, Psp
¼ 418 torr, a reduction in
pores because of unfavorable interfacial tension and contact vapor pressure of almost 50%. At 200 A, the reduction is only
angle. Specific pore volume, Vp, is then determined from about 10%. At 418 torr pressure, only pores less than 30 A in
diameter remain filled with liquid nitrogen. For greater accu-
V p ¼ V Hg V He =mp ð15-9Þ racy in applying the Kelvin equation, a correction is needed
Particle density is for the thickness of the adsorbed layer. This correction is dis-
mp cussed in detail by Satterfield [12]. For a monolayer, this
rp ¼ ð15-10Þ thickness for nitrogen is about 0.354 nm, corresponding to a
V Hg
P=P0 in (15-6) of between 0.05 and 0.10. At P=P0 ¼ 0.60 and
and true solid density is
0.90, the adsorbed thicknesses are 0.75 and 1.22 nm, respec-
mp
rs ¼ ð15-11Þ tively. The correction is applied by subtracting twice the
V He adsorbed thickness from dp in (15-14) and (15-15).
Particle porosity is then obtained from (15-3) or (15-5).
Distribution of pore volumes over the range of pore size is
of great importance in adsorption. It is measured by mercury
EXAMPLE 15.1 Particle Porosity.
porosimetry for large-diameter pores (>100 A); by gaseous-
nitrogen desorption for pores of 15–250 A in diameter; and Using data from Table 15.2, determine the volume fraction of pores
by molecular sieving, using molecules of different diameter, in silica gel (small-pore type) filled with adsorbed water vapor when
for pores <15 A in diameter. In mercury porosimetry, the its partial pressure is 4.6 mmHg and the temperature is 25 C. At
extent of mercury penetration into the pores is measured as a these conditions, the partial pressure is considerably below the
function of applied hydrostatic pressure. A force balance vapor pressure of 23.75 mmHg. In addition, determine whether the
along the axis of a straight pore of circular cross section for amount of water adsorbed is equivalent to more than a monolayer,
if the area of an adsorbed water molecule is given by (15-8) and the
the pressure and interfacial tension between mercury and the
specific surface area of the silica gel is 830 m2/g.
adsorbent surface gives the following equation, which is
identical to (14-107) for the bubble test of a sterile filter:
Solution
4sI cosu
dp ¼ ð15-12Þ
P Take 1 g of silica gel particles as a basis. From (15-3) and data in
Table 15.2, Vp ¼ 0.47=1.09 ¼ 0.431 cm3/g. Thus, for 1 g, pore vol-
where for mercury, sI ¼ interfacial tension ¼ 0.48 N/m and
ume is 0.431 cm3. From the capacity value in Table 15.2, amount of
u ¼ contact angle ¼ 140 . With these values, (15-12) becomes adsorbed water ¼ 0.11/(1 þ 0.11) ¼ 0.0991 g. Assume density of
8 21:6 105 adsorbed water is 1 g/cm3, volume of adsorbed water ¼ 0.0991
dp A ¼ ð15-13Þ cm3, fraction of pores filled with water ¼ 0.0991=0.431 ¼ 0.230,
PðpsiaÞ
and surface area of 1 g ¼ 830 m2. From (15-8):
Thus, forcing mercury into a 100-A-diameter pore requires a " #2=3
very high pressure of 21,600 psia. 18:02
a ¼ 1:091 ¼ 10:51 1016 cm2 /molecule
The nitrogen desorption method for determining pore-size 6:023 1023 ð1:0Þ
distribution in the 15–250-A-diameter range is an extension
ð0:0991Þ 6:023 1023
of the BET method for measuring specific surface area. By Number of H2 O molecules adsorbed ¼
18:02
increasing nitrogen pressure above 600 mmHg, multilayer ¼ 3:31 1021
adsorbed films reach the point where they bridge the pore, Number of H2 O molecules in a monolayer for 830 m2
resulting in capillary condensation. At P=P0 ¼ 1, the entire 830ð100Þ2
pore volume is filled with nitrogen. Then, by reducing the ¼ ¼ 7:90 1021
10:51 1016
pressure in steps, nitrogen is desorbed selectively, starting
Therefore, only 3.31=7.90 or 42% of one monolayer is adsorbed.
with larger pores. This selectivity occurs because of the
effect of pore diameter on vapor pressure of the condensed
phase in the pore, as given by the Kelvin equation: Activated Alumina
4syL cosu
Psp ¼ Ps exp ð15-14Þ The four most widely used adsorbents in decreasing order
RTd p of commercial usage are carbon (activated and molecular-
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ti v
Ac
includes activated bauxite, is made by removing water from 50
hydrated colloidal alumina. It has a moderately high Sg, with ag
el
lic
a capacity for adsorption of water sufficient to dry gases to 40 Si
less than 1 ppm moisture. Because of this, activated alumina
is widely used for removal of water from gases and liquids. 30
Zeolite 5A
20
Silica Gel a
min
C
lu
C
da
MS
SiO2, made from colloidal silica, has a high Sg and high affin-
MS
te
10 t i va
ity for water and other polar compounds. Related silicate Ac
adsorbents include magnesium silicate, calcium silicate, vari- 0
ous clays, Fuller’s earth, and diatomaceous earth. Silica gel is 2 5 10 20 50
Pore diameter,
also desirable for water removal. Small-pore and large-pore
types are available. Figure 15.3 Representative cumulative pore-size distributions of
adsorbents.
Activated Carbon
and alkali or alkali-earth elements, such as Na, K, and Ca,
Partial oxidation of materials like coconut shells, fruit nuts, with the stoichiometric, unit-cell formula Mx/m[(AlO2)x
wood, coal, lignite, peat, petroleum residues, and bones pro- (SiO2)y]z H2O, where M is the cation with valence m, z is the
duces activated carbon. Macropores within the carbon parti- number of water molecules in each unit cell, and x and y are
cles help transfer molecules to the micropores. Two integers such that y=x 1. The cations balance the charge of
commercial grades are available, one with large pores for the AlO2 groups, each having a net charge of 1. To activate
processing liquids and one with small pores for gas adsorp- the zeolite, the water molecules are removed by raising the
tion. As shown in Table 15.2, activated carbon is relatively temperature or pulling a vacuum. This leaves the remaining
hydrophobic and has a large surface area. Accordingly, it is atoms spatially intact in interconnected, cagelike structures
widely used for purification and separation of gas and liquid with six identical window apertures each of from 3.8 to about
mixtures containing nonpolar and weakly polar organic com- 10 A, depending on the cation and crystal structure. These
pounds, which adsorb much more strongly than water. In apertures act as sieves, which permit small molecules to enter
addition, the bonding strength of adsorption on activated car- the crystal cage, but exclude large molecules. Thus, com-
bon is low, resulting in a low heat of adsorption and ease of pared to other types of adsorbents, molecular-sieve zeolites
regeneration. are highly selective because all apertures have the same size.
The properties and applications of five of the most com-
monly used molecular-sieve zeolites are given in Table 15.3,
Molecular-Sieve Carbon
from Ruthven [13]. Zeolites separate not only by molecular
Unlike activated carbon, which typically has pore diameters size and shape, but also by polarity, so they can also separate
starting from 10 A, molecular-sieve carbon (MSC) has pores molecules of similar size. Zeolites have circular or elliptical
ranging from 2 to 10 A, making it possible to separate N2 apertures. Adsorption in zeolites is a selective and reversible
from air. In one process, small pores are made by depositing filling of crystal cages, so cage volume is a pertinent factor.
coke in the pore mouths of activated carbon. Although natural zeolite minerals have been known for more
than 200 years, molecular-sieve zeolites were first synthe-
sized by Milton [2], using reactive materials at temperatures
Molecular-Sieve Zeolites
of 25100 C.
Most adsorbents have a range of pore sizes, as shown in Fig- A type A zeolite is shown in Figure 15.4a as a three-
ure 15.3, where the cumulative pore volume is plotted against dimensional structure of silica and alumina tetrahedra, each
pore diameter. Exceptions are molecular-sieve zeolites, formed by four oxygen atoms surrounding a silicon or alumi-
which are crystalline, inorganic polymers of aluminosilicates num atom. Oxygen and silicon atoms have two negative and
H+–O3S
SO3–H+
SO3–H+ SO3–H+
CH CH2 CH CH2
SO3–H+
SO3–H+
+ H2SO4
SO3–H+
SO3–H+
SO3H
SO3–H+
(a)
H+–O3S
SO3–H+
(b)
CH CH2 CH CH2
+ CH3OCH2Cl
CH2Cl
counterions, such as Na+, Ca2+, K+, or Mg2+, to maintain on the number of equivalents of mobile charge in the resin.
charge neutrality of the polymer. For example, two H+ ions Thus, 1 mol H+ is one equivalent, whereas 1 mol Ca2+ is two
are exchanged for one Ca2+ ion. The liquid whose ions are equivalents. Exchanger capacity is usually quoted as eq/kg of
being exchanged also contains other ions of unlike charge, dry resin or eq/L of wet resin. Wet capacity depends on resin
such as Cl for a solution of NaCl, where Na+ is exchanged. water content and degree of swelling, whereas dry capacity is
These other ions are called co-ions. Often the liquid treated is fixed. For copolymers of styrene and divinylbenzene, maxi-
H2O, which dissolves to some extent in the resin and causes mum capacity is based on the assumption that each benzene
it to swell. Other solvents, such as methanol, are also soluble ring in the resin contains one sulfonic-acid group.
in the resin. If the styrene–divinylbenzene copolymer is
chloromethylated and aminated, a strong-base, anion-
exchange resin is formed, as shown in Figure 15.6c, which EXAMPLE 15.2 Ion-Exchange Capacity.
can exchange Cl ions for other anions, such as OH, A commercial ion-exchange resin is made from 88 wt% styrene and
HCO
3 ; SO4 ; and NO3 .
2
12 wt% divinylbenzene. Estimate the maximum ion-exchange ca-
Commercial ion exchangers in the H, Na, and Cl form are pacity in eq/kg resin (same as meq/g resin).
available under the trade names of AmberliteTM, DuoliteTM,
DowexTM, Ionac1, and Purolite1, typically in the form of Solution
spherical beads from 40 mm to 1.2 mm in diameter. When
saturated with water, the beads have typical moisture con- Basis: 100 g of resin before sulfonation.
tents from 40 to 65 wt%. When water-swollen, rp ¼ 1.1–
1.5 g/cm3. When packed into a vessel, rb ¼ 0.56–0.96 g/cm3 M g gmol
with eb of 0.35–0.40. Styrene 104.14 88 0.845
Before water is demineralized by ion exchange, poten- Divinylbenzene 130.18 12 0.092
tial organic foulants must be removed. As discussed by 100 0.937
McWilliams [17], this can be accomplished by coagulation,
clarification, prechlorination, and use of ion-exchanger traps Sulfonation at one location on each benzene ring requires 0.937 mol
that exchange inorganic anions for anionic organic molecules. of H2SO4 to attach a sulfonic acid group (M ¼ 81.07) and split
The maximum ion-exchange capacity of a strong-acid cat- out one water molecule. This is 0.937 equivalent, with a weight
ion or strong-base anion exchanger is stoichiometric, based addition of 0.937(81.07) ¼ 76 g. Total dry weight of sulfonated
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resin ¼ 100 þ 76 ¼ 176 g maximum ion-exchange capacity, or exchange mechanism is desired, a synthetic, polymer ion
0:937 exchanger is used. With a polymer gel or a microporous
¼ 5:3 eq=kgðdryÞ solid, a separation based on sieving, called exclusion, can be
ð176=1;000Þ
operative. Unique to chromatography are liquid-supported or
Depending on the extent of cross-linking, resins from copolymers of
-bonded solids, where the mechanism is absorption into the
styrene and divinylbenzene are listed as having actual capacities of
from 3.9 (high degree of cross-linking) to 5.5 (low degree of cross-
liquid, also referred to as a partition mode of separation or
linking). Although a low degree of cross-linking favors dry capacity, partition chromatography. With mobile liquid phases, the
almost every other ion-exchanger property, including wet capacity stationary liquid phase may be stripped or dissolved. Accord-
and selectivity, is improved by cross-linking, as discussed by ingly, methods of chemically bonding the stationary liquid
Dorfner [18]. phase to the solid support have been developed.
In packed columns >1 mm inside diameter, the sorbents
are in the form of particles. In capillary columns <0.5 mm
§15.1.3 Sorbents for Chromatography inside diameter, the sorbent is the inside wall or a coating on
that wall. If coated, the capillary column is referred to as a
Sorbents (called stationary phases) for chromatographic sep- wall-coated, open-tubular (WCOT) column. If the coating is
arations come in many forms and chemical compositions a layer of fine particulate support material to which a liquid
because of the diverse ways that chromatography is applied. adsorbent is added, the column is a support-coated, open-
Figure 15.7 shows a classification of analytical chromato- tubular (SCOT) column. If the wall is coated with a porous
graphic systems, taken from Sewell and Clarke [19]. The adsorbent only, the column is a porous-layer, open-tubular
mixture to be separated, after injection into the carrier fluid (PLOT) column.
to form the mobile phase, may be a liquid (liquid chromatog- Each type of sorbent can be applied to sheets of glass, plas-
raphy) or a gas (gas chromatography). Often, the mixture is tic, or aluminum for use in thin-layer (or planar) chromatogra-
initially a liquid, but is vaporized by the carrier gas, giving a phy or to a sheet of cellulose material for use in paper
gas mixture as the mobile phase. Gas carriers are inert and do chromatography. If a pump, rather than gravity, is used to
not interact with the sorbent or feed. Liquid carriers (sol- pass a liquid mobile phase through a packed column, the name
vents) can interact and must be selected carefully. high-performance liquid chromatography (HPLC) is used.
The stationary sorbent phase is a solid, a liquid supported The two most common adsorbents used in chromatogra-
on or bonded to a solid, or a gel. With a porous-solid adsorb- phy are porous alumina and porous silica gel. Of lesser
ent, the mechanism of separation is adsorption. If an ion- importance are carbon, magnesium oxide, and carbonates.
Amount adsorbed
cover pressures from vacuum to almost 800 mmHg and tem-
peratures from 23.5 to 151.5 C. For ammonia, the normal
boiling point is 33.3 C and the critical temperature is
132.4 C. For the lowest-temperature isotherm, up to 160 cm3
(STP) of ammonia per gram of charcoal is adsorbed, which is
equivalent to 0.12 g NH3/g charcoal. All five isotherms are of
Type I. When the amount adsorbed is low (<25 cm3/g), iso-
0 1.0
Relative pressure, P/P0 therms are almost linear and a form of Henry’s law, called the
linear isotherm, is obeyed:
II III
q ¼ kp ð15-16Þ
Amount adsorbed
Amount adsorbed
where q is equilibrium loading or amount adsorbed of a given
species/unit mass of adsorbent; k is an empirical, temperature-
B dependent constant for the component; and p is the partial
pressure of the species. As temperature increases, the amount
adsorbed decreases because of Le Chatelier’s principle for an
0 1.0 0 1.0 exothermic process. This is shown clearly in the crossplot of
Relative pressure, P/P0 Relative pressure, P/P0 adsorption isobars in Figure 15.10b, where absolute tempera-
ture is employed. Another crossplot of the data yields adsorp-
IV V tion isosteres in Figure 15.10c. These curves for constant
Amount adsorbed
Amount adsorbed
d ln p DH ads
¼ ð15-17Þ
B
dT RT 2
–23.5°C 700 mm
150 150
0°C 400 mm
100 mm
cm3 at STP
30°C
cm3 at STP
100 100
40 mm
50 50
80°C
151.5°C
100 200 300 400 500 600 700 800 150 200 250 300 350 400 450
Pressure, mm Hg Temperature, K
(a) (b)
800
100cm 3
35cm 3
10cm 3
700
600 3.0 v=
v= 10
v = 75 0c
Pressure, mm Hg
v = 50 cm 3 m3
75cm 3
500 ,–
v 3 c , ⌬H
v = 2 5cm m 3, –⌬H
=
20cm 3
0 ad
10 cm 3 3, –⌬H ads s =
cm –⌬ a = 61
400 2.0 3 ,– H ds = 62 00
, – ⌬H ad 0 Figure 15.10 Different displays
log p
64 0 ca
⌬H a s =
00 c al/ l/m
ds 6 5 ol
ad = 0 ca mo of adsorption-equilibrium
50cm 3
300 s = 6 80 0 l/m le e
73 c al
0 /m ole
v is per gram. v is per gram. 0 0 ca
ol
data for NH3 on charcoal.
ca l/m e
200 1.0 l/m ole (a) Adsorption isotherms.
ol
e (b) Adsorption isobars.
100 (c) Adsorption isosteres.
(d) Isosteric heats of adsorption.
150 200 250 300 350 400 450 2.2 2.6 3.0 3.4 3.8 4.2 [From S. Brunauer, The Adsorption
Temperature, K I of Gases and Vapors, Vol. I,
× 103
T Princeton University Press (1943)
(c) with permission.]
(d)
Langmuir, discussed next, are dominant because of their sim- and van Bemmelen, is empirical and nonlinear in pressure:
plicity and ability to correlate Type I isotherms.
q ¼ kp1=n ð15-19Þ
Freundlich Isotherm
where k and n are temperature-dependent constants for a par-
The equation attributed to Freundlich [26], but which, ticular component and adsorbent. The constant, n, lies in the
according to Mantell [27], was devised earlier by Boedecker range of 1 to 5, and for n ¼ 1, (15-19) reduces to the linear
4.0
H2 0.0241 423.0 399.8
bo n
3.0
d car N2 0.292 320.4 232.4
tivate
ac
Pearls MSC-5A carbon molecular sieve CO 0.374 313.6 220.0
2.0 Black
l
silic
a ge CH4 0.870 258.7 116.6
i son Z-900H zeolite
D a v Norton CO2 1.64 109.3 87.9
1.0
C2H2 2.67 119 95.3
0.0 C2H4 2.88 154.6 48.6
0 50 100 150 200 250 C2H6 3.41 127.5 90.1
Pressure, kPa
C3H6 4.54 53.9 196.9
Figure 15.11 Adsorption isotherms for pure propane vapor at 298– C3H8 4.34 43.7 216.0
303 K.
C15 09/22/2010 Page 581
isotherm (15-16). Experimental q–p isothermal data can be Using (15-25), the best straight line is drawn through a plot
fitted to (15-19) by a nonlinear curve fit or by converting (15- of points p=q versus p, giving a slope of (1=qm) and an inter-
19) to the following linear form, and using a graphical cept of 1=(qmK). Theoretically, K should change rapidly with
method or a linear-regression program to obtain k and n; temperature but qm should not, because it is related through
ym by (15-7) to Sg. The Langmuir isotherm predicts an
log q ¼ log k þ ð1=nÞlog p ð15-20Þ asymptotic limit for q at high pressure, whereas the Freundlich
In the graphical method, data are plotted as log q versus log p; isotherm does not, as shown e.g. by the curve for Columbia G
the best straight line through the data has a slope of (1=n) and activated carbon in Figure 15.11.
an intercept of log k. In general, k decreases, while n increases
with increasing temperature, approaching a value of 1 at high
temperatures. Although (15-19) is empirical, it can be derived Other Adsorption Isotherms
by assuming a heterogeneous surface with a nonuniform dis- Valenzuela and Myers [23] fit isothermal, pure-gas adsorp-
tribution of heat of adsorption (Brunauer [21]). tion data to the three-parameter isotherms of Toth:
mp
Langmuir Isotherm q¼ ð15-26Þ
ðb þ pt Þ1=t
The Langmuir equation [28] is restricted to Type I iso-
where m, b, and t are constants for a given adsorbate–
therms. It is derived from mass-action kinetics, assuming
adsorbent system and temperature.
that chemisorption is the reaction. Let the surface of the
Honig and Reyerson devisied the three-constant UNILAN
pores of the adsorbent be homogeneous (DHads ¼ constant),
equation:
with negligible interaction forces between adsorbed mole-
cules. If u is the fraction of surface covered by adsorbed n c þ pes
molecules, (1 u) is the fraction of bare surface, and the q ¼ ln ð15-27Þ
2s c þ pes
net rate of adsorption is the difference between the rate of
adsorption on the bare surface and the rate of desorption on where n, s, and c are the constants for a given system and
the covered surface: temperature. The Toth and UNILAN isotherms reduce to the
Langmuir isotherm for t ¼ 1 and s ¼ 0, respectively.
dq=dt ¼ ka pð1 uÞ kd u ð15-21Þ
p 1 p 1:760p
¼ þ ð15-25Þ q¼
q qm K qm 1 þ 0:01285p
C15 09/22/2010 Page 582
The predicted values of q from the two isotherms are: In a similar fashion, as shown by Yon and Turnock [30], the
Freundlich and Langmuir equations can be combined to give
q, cm3 (STP) of CH4/g carbon the following extended relation for gas mixtures:
p, psia Experimental Freundlich Langmuir 1=n
ð qi Þ 0 k i pi i
qi ¼ P 1=n ð15-33Þ
40 45.5 51.3 46.5 1 þ k j pj j
165 91.5 79.6 93.1 j
350 113 101 112
where (qi)0 is the maximum loading, which may differ from
545 121 115 120
(qi)m for a monolayer. Equation (15-33) represents data for
760 125 128 124
nonpolar, multicomponent mixtures in molecular sieves rea-
910 126 135 126
sonably well. Broughton [31] has shown that both the
970 126 138 127
extended-Langmuir and Langmuir–Freundlich equations
The Langmuir isotherm fits the data significantly better than the
lack thermodynamic consistency. Therefore, (15-32) and
Freundlich. Average percent deviations, in q, are 1.01% and 8.64%, (15-33) are frequently referred to as nonstoichiometric iso-
respectively. One reason for the better Langmuir fit is the trend to an therms. Nevertheless, for practical purposes, their simplicity
asymptotic value for q at the highest pressures. Clearly, the data do often makes them the isotherms of choice.
not fit a linear isotherm well at all. Both (15-32) and (15-33) are also referred to as constant-
selectivity equilibrium equations because they predict a sepa-
ration factor (selectivity), ai,j, for each pair of components, i,
j, in a mixture that is constant for a given temperature
§15.2.2 Gas Mixtures and Extended Isotherms and independent of mixture composition. For example, (15-
32) gives
Commercial applications of physical adsorption involve mix-
tures rather than pure gases. If adsorption of all components qi =qj ðqi Þm K i
except one (A) is negligible, then adsorption of A is esti- ai;j ¼ ¼
pi =pj ðqj Þm K j
mated from its pure-gas-adsorption isotherm using the partial
pressure of A in the mixture. If adsorption of two or more As with vapor–liquid and liquid–liquid phase equilibria
components in the mixture is significant, the situation is com- for three or more components, data for binary and multi-
plicated. Experimental data show that one component can component gas–solid adsorbent equilibria are scarce and
increase, decrease, or have no influence on adsorption of less accurate than corresponding pure-gas data. Valen-
another, depending on interactions of adsorbed molecules. A zuela and Myers [23] include experimental data on
simple theoretical treatment is the extension of the Langmuir adsorption of gas mixtures from 9 published studies on 29
equation by Markham and Benton [29], who neglect interac- binary systems, for which pure-gas-adsorption isotherms
tions and assume that the only effect is the reduction of the were also obtained. They also describe procedures for
vacant surface area for the adsorption of A because of applying the Toth and UNILAN equations to multi-
adsorption of other components. For a binary gas mixture component mixtures based on the ideal-adsorbed-solution
of A and B, let uA ¼ fraction of surface covered by A and uB ¼ (IAS) theory of Myers and Prausnitz [32]. Unlike the
fraction of surface covered by B. Then, ð1 uA uB Þ ¼ extended-Langmuir equation (15-32), which is explicit in
fraction of vacant surface. At equilibrium: the amount adsorbed, the IAS theory, though more accurate,
ðkA Þa pA ð1 uA uB Þ ¼ ðkA Þd uA ð15-28Þ is not explicit and requires an iterative solution procedure.
Additional experimental data for higher-order (ternary and/or
ðkB Þa pB ð1 uA uB Þ ¼ ðkB Þd uB ð15-29Þ higher) gas mixtures are given by Miller, Knaebel, and Ikels
[33] for 5A molecular sieves and by Ritter and Yang [34] for
Solving these equations simultaneously, and combining re-
activated carbon. Yang [25] presents a discussion of mixture
sults with (15-23), gives
adsorption theories, together with comparisons of these theo-
ð qA Þ m K A pA ries with mixture data for activated carbon and zeolites. The
qA ¼ ð15-30Þ
1 þ K A pA þ K B pB data on zeolites are the most difficult to correlate, with the sta-
tistical thermodynamic model (SSTM) of Ruthven and Wong
ðqB Þm K B pB [35] giving the best results.
qB ¼ ð15-31Þ
1 þ K A pA þ K B pB
A A
Radke and Prausnitz [37] have been fitted to the Freundlich and
Langmuir isotherms, (15-35) and (15-36), with the average devia-
tions indicated, for solute concentrations up to 50 mmol/L:
Co Co
mp mp
osi osi
te te Absolute Average
B
B Acetone in Water (25 C): Deviation of q, %
(a) (b) q1 ¼ 0:141c0:597
1 (1) 14.2
A A 0:190c1
q1 ¼ (2) 27.3
Com 1 þ 0:146c1
pos Com
ite B
Adsorption
equation. Thus, selectivity of the ion exchanger for one coun- Table 15.5 Relative Molar Selectivities, K, for
terion over another may be just as important as the ion- Cations with 8% Cross-Linked Strong-Acid Resin
exchanger capacity. Accordingly, the law of mass action is
Li+ 1.0 Zn2+ 3.5
used to obtain an equilibrium ratio rather than to fit data to a
H+ 1.3 Co2+ 3.7
sorption isotherm such as the Langmuir or Freundlich
Na+ 2.0 Cu2+ 3.8
equation.
NHþ 4 2.6 Cd2+ 3.9
As discussed by Anderson [38], two cases are important. In
K+ 2.9 Be2+ 4.0
the first, the counterion initially in the ion exchanger is
Rb+ 3.2 Mn2+ 4.1
exchanged with a counterion from an acid or base solution, e.g.,
Cs+ 3.3 Ni+ 3.9
Naþ
ðaqÞ þ OHðaqÞ þ HRðsÞ $ NaRðsÞ þ H2 Oðl Þ Ag+ 8.5 Ca2+ 5.2
Note that hydrogen ions leaving the exchanger immediately UO2þ2 2.5 Sr2+ 6.5
react with hydroxyl ions to form water, leaving no counterion Mg2+ 3.3 Pb2+ 9.9
on the right-hand side of the reaction. Accordingly, ion Ba2+ 11.5
exchange continues until the aqueous solution is depleted of
sodium ions or the exchanger is depleted of hydrogen ions.
At equilibrium, xA and yA are independent of total equiv-
In the second, more-common, case, the counterion being
alent concentrations C and Q. Such is not the case when the
transferred from exchanger to fluid remains as an ion. For
two counterions are of unequal charge, as in the exchange of
example, exchange of counterions A and B is expressed by:
Ca2+ and Na+. A derivation for this general case gives
An
ðl Þ þ nBRðsÞ $ ARnðsÞ þ nBðl Þ ð15-37Þ n1
C yA ð1 xA Þn
where A and B must be either cations (positive charge) or K A;B ¼ ð15-44Þ
Q xA ð1 yA Þn
anions (negative charge). For this case, at equilibrium, a
chemical-equilibrium constant based on the law of mass Thus, for unequal counterion charges, KA,B depends on the
action can be defined: ratio C=Q and on the ratio of charges, n, as defined in (15-37).
qAR cn When KA,B data for a system of counterions with a partic-
K A;B ¼ n n B ð15-38Þ ular ion exchanger are not available, the method of Bonner
qBR cAn
and Smith [39], as modified by Anderson [38], is used for
where molar concentrations ci and qi refer to the liquid and screening purposes or preliminary calculations. In this
ion-exchanger phases, respectively. The constant, KA,B is not method, KA,B is
a rigorous equilibrium constant because (15-38) is in terms of K ij ¼ K i =K j ð15-45Þ
concentrations instead of activities. Although it could be cor-
rected by including activity coefficients, it is used in the form where values for relative molar selectivities Ki and Kj are
shown, with KA,B referred to as a molar selectivity coefficient given in Table 15.5 for cations with an 8% cross-linked,
for A displacing B. For the resin phase, concentrations are in strong-acid resin, and in Table 15.6 for anions with strong-
equivalents per unit mass or unit bed volume of ion base resins. For values of K in these tables, the units of C and
exchanger. For the liquid, concentrations are in equivalents Q are, respectively, eq/L of solution and eq/L of bulk bed vol-
per unit volume of solution. For dilute solutions, KA,B is con- ume of water-swelled resin.
stant for a given pair of counterions and a given resin. A typical cation-exchange resin of the sulfonated styrene–
When exchange is between two counterions of equal divinylbenzene type, such as Dowex 50, as described by
charge, (15-38) reduces to a simple equation in terms of equi- Bauman and Eichhorn [40] and Bauman, Skidmore, and
librium concentrations of A in the liquid solution and in the Osmun [41], has an exchangeable ion capacity of 5
ion-exchange resin. Because of (15-37), the total concentra- 0.1 meq=g of dry resin. As shipped, water-wet resin might
tions, C and Q, in equivalents of counterions in the solution contain 41.4 wt% water. Thus, wet capacity is 5(58.6/100) ¼
and the resin, remain constant during the exchange. Accord- 2.9 meq/g of wet resin. If bulk density of a drained bed of wet
ingly: resin is 0.83 g/cm3, bed capacity is 2.4 eq/L of resin bed.
ci ¼ Cxi =zi ð15-39Þ
qi ¼ Qyi =zi ð15-40Þ Table 15.6 Approximate Relative Molar
where xi and yi are equivalent fractions, rather than mole Selectivities, K, for Anions with Strong-Base Resins
fractions, of A and B, such that I 8 OH (Type II) 0.65
xA þ xB ¼ 1 ð15-41Þ NO3 4 HCO 3 0.4
yA þ yB ¼ 1 ð15-42Þ Br 3 CH3COO 0.2
HSO 4 1.6 F 0.1
and zi ¼ valence of counterion i. Combining (15-38) with NO 1.3 OH (Type I) 0.05–0.07
2
(15-42) gives for counterions A and B of equal charge, CN 1.3 SO2 0.15
4
y ð1 xA Þ Cl 1.0 CO2 0.03
K A;B ¼ A ð15-43Þ 3
xA ð 1 y A Þ BrO3 1.0 HPO24 0.01
C15 09/22/2010 Page 586
1.0 similar trend was observed by Selke and Bliss [43, 44] for
1N
Equivalent ion fraction of Cu2+ in resin
0.0 exchange between Ca2+ and H+ using a similar resin, Amber-
0.1 lite IR-120. Selectivity sensitivity is shown dramatically in
Figure 15.15, from Myers and Byington [45], where the natu-
ral logarithm of the separation factor, SCu2þ ; Naþ , as computed
5
0. from data of Figure 15.14 with (15-46), is plotted as a func-
1.
0 tion of equivalent ionic fraction, xCu2þ . For dilute solutions of
0.5 Cu2+, SCu2þ ; Naþ ranges from 0.5 at a total concentration of
0 4 N to 60 at 0.01 N. In terms of K Cu2þ ; Naþ of (15-44), with n
2.
¼ 2, the corresponding variation is only from 0.6 to 2.2.
0
3.
. 0
4
EXAMPLE 15.7 Ion-Exchange Equilibrium.
An Amberlite IR-120 ion-exchange resin similar to that of Example
0
0 0.5 1.0 15.2, but with a maximum ion-exchange capacity of 4.90 meq/g of
Equivalent ion fraction of Cu2+ in solution dry resin, is used to remove cupric ion from a waste stream contain-
Figure 15.14 Isotherms for ion exchange of Cu2+ and Na+ on ing 0.00975-M CuSO4 (19.5 meq Cu2+/L solution). The spherical
Dowex 50-X8 as a function of total normality in the bulk solution. resin particles range in diameter from 0.2 to just over 1.2 mm. The
equilibrium ion-exchange reaction is of the divalent–monovalent
[From A.L. Myers and S. Byington, Ion Exchange Science and Technology,
M. Nijhoff, Boston (1986) with permission.]
type:
þ
ðaqÞ þ 2HRðsÞ $ CuR2 ; þ2HðaqÞ
Cu2þ
As with other separation processes, a separation factor, As ion exchange takes place, the meq of cations in the aqueous
SP ¼ SA,B (§1.8), which ignores the valence of the exchang- solution and in the resin remain constant.
Experimental measurements by Selke and Bliss [43, 44] show an
ing ions, can be defined for an equilibrium stage. For binaries
equilibrium curve like Figure 15.14 at ambient temperature that is
in terms of equivalent ionic fractions: markedly dependent on total equivalent concentration of the aque-
y ð1 xA Þ ous solution, with the following equilibrium data for cupric ions
SA;B ¼ A ð15-46Þ
xA ð 1 y A Þ with a 19.5 meq/L solution:
which is identical to (15-43). Data for an exchange between
c, meq Cu2+/L Solution 0.022 0.786 4.49 10.3
Cu2+ (A) and Na+ (B) (counterions of unequal charge) with
q, meq Cu2+/g Resin 0.66 3.26 4.55 4.65
Dowex 50 cation resin over a wide range of total-solution
normality at ambient temperature are shown in terms of yA
These data follow a highly nonlinear isotherm.
and xA in Figure 15.14, from Subba Rao and David [42]. At
low total-solution concentration, the resin is highly selective (a) From the data, compute the molar selectivity coefficient, K, at
for copper ion, whereas at high total-solution concentration, each value of c for Cu2+ and compare it to the value estimated from
the selectivity is reversed to slightly favor sodium ions. A (15-45) using Table 15.5. (b) Predict the milliequivalents of Cu2+
exchanged at equilibrium from 10 L of 20 meq Cu2+/L, using 50 g
of dry resin with 4.9 meq of H+/g.
5
Natural log of relative separation factor
Solution
4
0.01 N (a) Selke and Bliss do not give a value for the resin capacity, Q, in
eq/L of bed volume. Assume a value of 2.3. From (15-44):
3
C yCu2þ ð1 xCu2þ Þ2
0.1 K Cu2þ ; Hþ ¼
Q xCu2þ ð1 yCu2þ Þ2
2
–1
0 0.2 0.4 0.6 0.8 1.0 q, meq Cu2+/g xCu2þ yCu2þ K Cu2þ ; Hþ
Equivalent ion fraction of Cu2+
in solution 0.66 0.00113 0.135 1.35
Figure 15.15 Relative separation factor of Cu2+ and Na+ for ion 3.26 0.0403 0.665 1.15
exchange on Dowex 50-X8 as a function of total normality in the 4.55 0.230 0.929 4.04
bulk solution. 4.65 0.528 0.949 1.30
[From A.L. Myers and S. Byington, Ion Exchange Science and Technology,
M. Nijhoff, Boston (1986) with permission.]
C15 09/22/2010 Page 587
The superficial velocity of the fluid through the bed is by an appropriate mechanism to obtain a relatively
us ¼ eb u. At a particular time t and axial location in the bed pure product. Desorption mechanisms include: increas-
z, the first term on the LHS of (15-48) accounts for the ing bed temperature or reducing bed pressure in the
change in solute concentration in the bulk fluid with time. case of a gas, or introducing an isocratic or gradient
The second term on the LHS accounts for the change in cf change in solvent composition (e.g., I, pH, hydropho-
with axial location arising from bulk convection. The third bicity) to reduce sorbate equilibrium partitioning to the
term accounts for axial dispersion, and the term on the RHS solid phase. The adsorption-desorption cycle may be
accounts for the change in solute loading on the stationary repeated, sometimes after an intermediate, validated
phase. cleaning step, to increase stationary-phase utilization.
The equilibrium loading, q, measures the mass of solute During the adsorption part of the cycle, solute concen-
adsorbed on surfaces of the stationary phase per unit mass of tration and loading fronts move with time through the
adsorbent, whereas cb includes both adsorbed solute and bed. This method can be used to partially separate one
unadsorbed solute diffusing in the pore volume of the station- of a mixture of solutes, such as oxygen or nitrogen
ary phase. For example, at equilibrium in nonadsorbing gel- from air, as illustrated in §15.3.5.
filtration chromatography, q ¼ 0, while cb ¼ ep cf . Occasion- 2. Displacement. This mode is widely used (e.g., dis-
ally q and cb are interchanged in the literature. The change in placement chromatography) to separate and concen-
cb with time for a rapidly equilibrating particle may be trate target protein(s) from a mixture. Relative to
related to flux at its external surface using a linear driving frontal mode, mobile-phase feeds in displacement
force (LDF) approximation introduced by Glueckauf [53], mode nearly always contain two or more solutes to be
4 3 @cb separated. Following near-saturation of the bed with
pRp ¼ kc;tot 4pR2p cb a cf ð15-50Þ
3 @t solute(s), desorption (elution) in consecutive zones of
that uses an overall mass-transfer coefficient, kc,tot, defined pure substances is effected by substitution with a more
below in (15-58), which consists of a series of transport-rate strongly adsorbed solute (displacer) that is fed into the
resistance terms for concentration-independent equilibrium bed. The cycle may be repeated after removing the dis-
and transport properties illustrated in Figure 15.16. At equili- placer from the bed.
brium, solute is partitioned between the bulk fluid and aver- 3. Differential. This mode is used to recover a variety of
age stationary-phase loading according to bioproducts. A small pulse of solute dissolved in the
cf 1 mobile phase is loaded onto the bed. Rather than satu-
a¼ ¼ ð15-51Þ
cb ep ð1 þ K d Þ rating the bed as in frontal or displacement modes, the
with K d ¼ ka =kd ¼ cs =cp being the constant equilibrium dis- solute pulse is carried through the bed (eluted) at a rate
tribution coefficient given by the kinetic rate constant for lower than pure solvent. This reduced rate is due to sol-
adsorption relative to desorption, with subscripts s and p ute-specific interactions with the stationary phase that
referring to surface and pore volume of the porous stationary are modulated by solvent composition (e.g., I, pH,
phase, respectively. An inclusion porosity, ep , defines the hydrophobicity), which may be unchanged (isocratic
effective stationary-phase volume fraction accessible to a elution) or changed in a linear or nonlinear fashion
specific solute. Particle porosity ep is the internal void frac- (gradient elution). Solute product(s) emerge(s) from
tion of a particle, whereas ep includes only voids penetrable the column diluted by the solvent in the form of expo-
by a particular solute due to size or steric hindrance. For nentially modified Gaussian concentration peaks.
example, Source 15QTM anion-exchange resin has ep 0:4, Mass transfer in each of the three modes determines effi-
whereas for binding of adenovirus type 5 (MW 165 MDa), ciency of separation, utilitization of adsorbent and solvent,
its ep ¼ 0:0. and recovery of solute.
Convective Dispersion
For low values of the diffusion Peclet number for axial con-
vection dispersion, N Pe ¼ N Re N Sc ¼ 2Rp ueb =Di 1, the
Figure 15.21 Fluid concentrations c1 and c2 plotted for convective dispersion coefficient is given by E ¼ Di =tf ,
chromatographic separation of 1 and 2 where t ¼ 0.95t1, d12 ¼ 0.05,
where Di is the molecular diffusivity of the solute and tf is
and R12 ¼ 1 at z=L ¼ 1.
the interstitial tortuosity factor, 1.4 for a packed bed of
spheres [66, 67]. For very high NReNSc values, the dispersion
Peclet number, N PeE ¼ 2Rp ueb =E, asymptotically approaches
where kc is the fluid-phase mass-transfer coefficient, and the limit of pure hydrodynamic dispersion [67–70]:
De represents effective solute diffusivity in the pore liq-
2p
uid. The first term on the RHS of (15-57) represents N PeE ¼ ð15-61Þ
transport-rate resistance due to convective dispersion. The 1p
three terms on the RHS of (15-58) represent series resist- where p ¼ 0.17 þ 0.33exp(24=NRe). For intermediate val-
ances associated with the particle, arising from external ues of NReNSc, convective axial-dispersion coefficients can
boundary-layer transport, internal intraparticle diffusion, be predicted reasonably well over a wide range of conditions
and kinetic sorption rate, respectively. Contributions of for both gases and liquids by [174, 175]:
these individual transport-rate resistances to H are illus-
trated in van Deemter plots [64], like that in Figure 15.20 1 1 p
eb
¼ Y þ Y 2 exp Y 1 1 þ
for a size-exclusion resin. N PeE p tN Re N Sc
ð15-62Þ
Resolving Solute Mixtures where Y ¼ pð1 pÞN Re N Sc /½23:16ð1 eb Þ. These correla-
tions may be used to select values of u and/or Rp for a partic-
Resolution, R, of similar components 1 and 2, illustrated in ular set of Di and eb to minimize E and convective-dispersion
Figure 15.21, occurs due to solute-specific partitioning band broadening.
between moving fluid and stationary bulk phases and is
defined by the ratio of peak separation relative to the average
peak width: Boundary-Layer (External) Transport
pffiffiffiffi
jt1 t2 j d N Wakao and Funazkri [71] proposed a correlation for mass
R
¼ ð15-59Þ transport of species i from the bulk fluid flowing through the
2ðs1 þ s2 Þ 4
bed to the outer surface of the bed particles of diameter Dp ¼
where d is the fractional difference in migration velocities 2Rp through the boundary layer or film around the particles.
in the moving fluid phase of species 1 and 2 or, in general, It is given by
i and j:
kc;i Dp rueb Dp 0:6 m 1=3
jvi vj j N Shi ¼ ¼ 2 þ 1:1 ð15-63Þ
di;j ¼ 2 ð15-60Þ Di m rDi
vi þ vj
and was the result of reanalyzing 37 sets of previously pub-
The differential fluid-phase/stationary-phase partitioning fac- lished mass-transfer data for particles packed in a bed, with
tor, di,j, equals twice the product of relative selectivity and Sherwood-number corrections for axial dispersion. This cor-
retention factors [58], and contains only measurable geomet- relation is compared to 12 sets of gas-phase and 11 sets of
ric and thermodynamic parameters peculiar to any species liquid-phase data in Figure 15.22. The data cover a Schmidt
solid-phase pair i and j. number range of 0.6 to 70,600, a Reynolds number range of 3
C15 09/22/2010 Page 592
104
103
Sherwood number, NSh
102
10
to 10,000, and a particle diameter from 0.6 to 17.1 mm. Parti- may be compared by considering a short cylinder with diam-
cle shapes include spheres, short cylinders, flakes, and eter, D, equal to the length, L.
granules.
1. Dp ¼ diameter of a sphere with the same external sur-
The value of 2 for the first term on the RHS of (15-63)
face area:
corresponds to N Sh ¼ kc Dp =Di ¼ 2, the Sherwood (Nusselt) pD2p ¼ pDL þ pD2 =2
number value for steady-state mass (heat) transport to a 0:5
spherical particle surrounded by an infinite, quiescent fluid, and Dp ¼ DL þ D2 =2 ¼ 1:225D
which is obtained by solving (3-74) using boundary condi- 2. Dp ¼ diameter of a sphere with the same volume:
tions for constant concentrations (temperatures) at the parti- 1=3
cle surface and far away, respectively. (See Exercise 3.31.) A pD3p =6 ¼ pD2 L=4 and Dp ¼ 3D2 L=2 ¼ 1:145D
fluid flowing with
momentum-to-mass
(heat) diffusivity ratio 3. Dp ¼ 4 times the hydraulic radius, rH, where for a
N Sc ¼ m=rDi N Pr ¼ Cp m=k past the particle at a dimen- packed bed, 4rH ¼ 6=ay , where ay ¼ external particle
sionless rate N Re ¼ Dp G=m, where G is the mass velocity surface area/volume of the particle.
equal to rueb in (15-63), adds the second term on the RHS of
(15-63), which raises the Sherwood (Nusselt) number to val- Thus,
ues as high as 160 (30), as shown by Ranz and Marshall pDL þ pD2 =2 6 6D
ay ¼ ¼ and Dp ¼ 4rH ¼ ¼ 1:0D
[72, 73], who proposed an earlier correlation. Other correla- pD2 L=4 D 6
tions for packed beds have the form of Chilton and Colburn The hydraulic radius concept is equivalent to replacing Dp in
[74] j-factors, as first proposed by Gamson et al. [75]: 0
the Reynolds number by cD p, where C is sphericity, given
j D ¼ ðN StM ÞðN Sc Þ2=3 ¼ f fN Re g ð15-64Þ by Suggestion 2. The sphericity is defined by:
Surface area of a sphere of same volume as particle
j H ¼ ðN St ÞðN Pr Þ2=3 ¼ f fN Re g ð15-65Þ c¼
Surface area of particle
with N Re ¼ Dp G=m, For a cylinder of D ¼ L,
Solution
10–6
Self-diffusion coefficient, cm2/s The resolving power, R, for a unit value of d may be estimated from
+
Na 25°C N ¼ LH using (15-57) to obtain the height equivalent to a theoretical
10–7 plate, H. Calculation of H requires estimating coefficients associated
Na+ 0.2°C with each transport-rate process, i.e., convective dispersion, E;
boundary-layer transport, kc; intraparticle effective diffusivity, De;
10–8
Zn2+ 25°C
and kinetic sorption, ka, Kd. The necessary parameters, their sour-
ces, and corresponding values are tabulated below. Superscripts in
Zn2+ 0.2°C the table correspond to appended notes that provide detailed
10–9
descriptions and illustrative calculations for each step of the solution.
Y3+ 25°C
H (in mm) are 322.5, 532.5 and 720, respectively. From these values Table 15.9 Biochromatographic Purification Factors
of H, using the definition, N ¼ L=H, values of N at 0.5, 1.0, and 1.5
cm/minute are calculated, using L ¼ 46.5 cm, to be 1440, 870, and Type Purification factor1 Examples
645, respectively. As an example: Biospecific affinity 50–10,000 Protein immunoglobulins
L 465ð1000Þ Dye affinity 10–100 Blue dextran/protein
N¼ ¼ ¼ 1442 ð2Þ
2Rp h 75ð4:3Þ Cation exchange 2–40 Cytochrome C
8
Using (15-59), resolution per unit driving force, R/d, at 0.5, 1.0, and Size exclusion 2–20 Hemoglobin
1.5 cm/minute is then calculated to be 9.5, 7.4, and 6.4, respectively. 1
Purification factor was defined in §1.9.4
As an example, pffiffiffiffi pffiffiffiffiffiffiffiffiffiffi
R N 1442
¼ ¼ ¼ 9:5 ð3Þ
d 4 4 high internal surface areas for adsorption (100 to 1,500 m2/g).
Resolving hemoglobin from a protein with an inclusion porosity ep ¼ But silica may irreversibly bind or denature some proteins and
1:114ð0:498Þ ¼ 0:555 gives a driving force d ¼ 0.05. Using (15-59), is unstable in common basic regenerants like 1.0-M NaOH
this yields R ¼ 0.47, 0.37, and 0.32 at 0.5, 1.0, and 1.5 cm/min, re- (pH 14). Selective, reversible adsorption of hydrophilic spe-
spectively. As an example, cies to uncoated silica is called normal-phase chromatogra-
pffiffiffiffi
d N phy. More commonly, long-chain alkanes are bound to silica
R¼ ¼ 9:5ð0:05Þ ¼ 0:47 ð4Þ
4 to selectively adsorb hydrophobic species (e.g., small mole-
From (15-59), to obtain R ¼ 1 with d ¼ 0.05, the number of theoreti- cules, peptides, proteins, and DNA) in reversed-phase chro-
cal stages would be N ¼ 6,400. For H ¼ 320 mm at 0.5 cm/minute, a matography. The bonded alkanes can form monolayers and be
column 206 cm long would be required. polymerized or end-capped. End-capping adds an organic
layer after the bonding step to coat all bare silica surfaces.
Excellent resolution makes reversed-phase chromatography
§15.3.3 Biochromatography Adsorbents attractive for species that do not lose activity upon interaction
Rapid advances in biochromatography for recovery of biopoly- with bonded silica.
mers rely on increased understanding of biomolecules and
intermolecular forces to select or formulate suitable adsorb- Polymer Resin
ent stationary phases. Of major importance are resin particles
of silica or polymer that are conjugated with chemistries that Low-cost, pH-stable polymer resins (10–100 mm) are made
allow separation of bioproducts using ion-exchange and by adding a cross-linking agent (e.g., bis-acrylamide for
hydrophobic-interaction, affinity, reversed-phase, or size- polyacrylamide resins) to an emulsion of polymer in an
exclusion chromatographies [88, 89]. Table 15.8 summarizes immiscible solvent. Styrene divinylbenzene (STDVB) forms
characteristics of these five classes of adsorptive phases. The a rigid, pH-stable, mildly hydrophobic backbone, primarily
thermodynamic basis for the physicochemical interaction derivatized for ion exchange by reaction. Polyacrylamide (PA)
associated with each adsorbent phase is provided in §2.9.2. A forms a hydrogel useful in size-exclusion chromatography.
range of purification factors is achieved using four stationary Natural, hydrophilic, hydrogel-forming polymers like agarose,
phases common to biopharmaceutical fluid–solid separations. large-pore dextran, and microcrystalline cellulose can sepa-
Table 15.9 shows examples of these factors. rate enzymes, antibodies, and virus by size exclusion as well
With few exceptions (e.g., capillary columns), adsorbents as by interaction with derivatized phenol, antibodies, dyes,
used in protein chromatography are porous. Use of non- heavy metals, nonspecific ion-exchange groups, and biospe-
porous pellicular adsorbents in biochromatography is rare. cific epitopes. Substituted cross-linked agarose gels like
Each of the five types of chromatographic adsorbents sum- Sepharose resist shrinking with changes in pH or ionic
marized in Table 15.8 is widely used as a resin in a packed strength, I.
bed, as illustrated in Figures 15.16 and 15.21.
Ion-Exchange Chromatography
Silica Resin
Table 15.10 identifies the type, group, approximate pKa, and
Silica resins (1–25 mm) are incompressible at typical high- formula at physiological pH (§2.9.1) of the most common
pressure liquid chromatography (HPLC) pressures, and have ion-exchange groups used to electrostatically bind small
adsorbed proteins. Reproducibility is sensitive to tempera- or glycine buffer at pH 9. Figure 2.23 shows the fundamental
ture, buffer type, salt used, and pH. effect of separation distance on electrostatic interactions
between adjacent particles like biomolecule and adsorbent.
Affinity Chromatography
Size-Exclusion Chromatography
Biospecific interactions introduced in §2.9.3, like enzyme–
ligand, enzyme–cofactor, receptor–agonist (antagonist), or Large molecules (MW 1–2 106) that are excluded from
antibody–antigen, are the basis for affinity chromatography. the largest pores of underivatized polymer gels (like hydro-
One member of the interacting pair is conjugated to a poly- philic agarose and cross-linked dextran or hydrophobic poly-
mer resin to selectively bind the other from a biological mix- acrylamide) elute from the column in the void volume. This
ture. Affinity ligands include starch for binding amylases and volume, Vo, is 30 to 35% of total column volume, Vt. Smaller
glycogen-metabolizing enzymes, cellulose for binding cellu- molecules, down to MW 1 104, exhibit size- and shape-
lases, and phosphocellulose for binding nucleic-acid binding dependent permeability and elute in order of decreasing
proteins. Pseudo-affinity dye adsorbents like Cibacron apparent size. Resins are available with pores that provide
Blue F3GA, an analog of ADP-ribose that binds purine- 90% exclusion of molecules whose volume is 5–6 times
nucleotide-binding enzymes, or Procion Red H-E3B, which larger than those excluded from 10% of the bead volume.
binds NADP-binding proteins, are also used. To avoid steric Size-exclusion chromatography, also called gel permeation
hindrance of affinity interaction, spacer arms and nonob- or molecular sieving, is limited in capacity by lack of bind-
structing attachment methods are used. Interaction energies ing. Elution is typically isocratic, unless mixed-mode adsorp-
> 35 kJ/mol required for affinity binding typically require tion requires increasing I. Figures 15.18 and 15.20 illustrate
supplemental nonspecific hydrophobic interactions (see isocratic elution of protein in size exclusion.
§2.9), usually provided by a hydrophobic spacer arm of hex-
amethylene, or equivalent. Elution by displacement with a §15.3.4 Reducing Transport-Rate Resistances
compound that shows higher avidity to the binding ligand is
in the Bed: Scale-Up and Process Alternatives
superior to elution via nonspecific changes in I or pH. Col-
umn regeneration by changing I or pH is common. Though Individual contributions from transport-rate resistances to
selectivity of affinity chromatography is excellent, the theoretical plate height, H, illustrated in Figures 15.16 and
expense of procuring and derivatizing the conjugated epitope 15.20, show that H in packed beds generally increases as
restricts its use to analytical applications such as affinity operating velocity, u, (and throughput) rise. Examination of
recognition of cloned epitopes and high-throughput screen- (15-57) and (15-58) reveals that smaller-diameter adsorbent
ing, or to preparation of high-value-added bioproducts. particles decrease H and increase separation efficiency, pri-
Affinity chromatography is often portrayed as a simple marily by reducing the resistance due to pore-volume diffu-
‘‘lock-and-key’’ mechanism, e.g., between a receptor, -k, and sion. However, 2.5 mm is generally regarded as a practical
a complementary target, y. However, the actual mechanistic lower limit for adsorbent radius, Rp, in high-pressure liquid
interaction is much more complex, consisting of several steps chromatography (HPLC) systems, since pressure drop rises
that include electrostatic interactions, solvent displacement, (1) in inverse proportion to decreases in Rp for highly turbu-
steric selection, and charge and conformational rearrange- lent packed-bed flow; and (2) in inverse proportion to
ment, as described in §2.9.3. decreases in R2p for laminar packed-bed flow, as found in
Ergun’s equation (14-10).
Immobilized Metal Affinity Chromatography
Scale-Up
Electron-donor amino acid residues in proteins like histidine,
tryptophan, and cysteine that are surface-accessible form Sopher and Nystrom [92], Janson and Hedman [93], and
metal coordination complexes with divalent transition metal Pharmacia [94] recommend scaling up chromatographic sep-
ions like Ni2+, Cu2+, and Zn2+. This complexation is the basis arations by maintaining H, u, and L while increasing volu-
for immobilized metal affinity chromatography (IMAC) (see metric throughput, mass loading, and gradient slope in
Example 2.14 and Table 2.18). Metalloproteins, which proportion to an increase in column cross-sectional area.
require metal centers for activity, are another target of metal However, frictional forces from the column wall that support
ions immobilized with spacer arms to the resin. Complexa- packed particles disappear below a length-to-diameter ratio
tion is typically enabled by conjugating iminodiacetic acid of roughly 2.5 [95]. This causes settling and cracking in
(IDA) or tris (carboxymethyl) ethylene diamine (TED) to a scaled-up packed beds. These phenomena were linked by
polymer gel via a spacer arm. The chelating IDA or TED is Janson and Hedman [93, 96] and Love [97] to channeling
charged with a small, concentrated (50 mM) pulse of metal and backmixing. Deterioration in large-scale packed beds
salt up to half the length of the column, to allow for metal- may be counteracted using dynamic compression to increase
ion migration. The mobile phase contains 1-M salt to mini- packing homogeneity and long-term bed stability, while
mize nonspecific ion-exchange interactions and high pH to gradually increasing bed density, as reported by Guiochon
de-protonate donor groups on targeted proteins. Elution typi- and co-workers [60]. Alternatively, Grushka [98] and Wankat
cally employs a stronger complexing agent such as imidazole [99] suggest increasing the length-to-diameter aspect ratio
C15 09/22/2010 Page 598
during scale-up, which would require increasing Rp to lessen yielding up to 100-fold smaller back-pressures [110–113],
the rise in pressure resulting from lengthening the packed 10-fold smaller process volumes, and shorter response times
bed. relative to packed beds [114]. This can increase throughput
10-fold or more [115, 116], and allow as much as 10-fold
decreases in processing times, solvent and tankage require-
Process Alternatives to Chromatography
ments, and solute residence times [117]. Spiral-wound, hol-
Transport-rate limitations in process-scale adsorption moti- low-fiber, cross-linked polymer rod, single-sheet, and radial-
vate examining alternatives to fluid–solid partitioning in flow configurations are also used, with similar benefits.
packed beds that increase separation efficiency as well as Of the organic and inorganic membrane materials intro-
throughput, particularly for preparative adsorption of high- duced in Chapter 14, adsorptive membranes are often com-
value, high-molecular-weight biomolecules from liquid solu- posed of hydrophilic native or regenerated cellulose, reduced
tions. Growing demand for chromatography as a preparative with borohydride to neutralize ion-exchange activity of resid-
tool in biotechnology [100–102] and pharmaceutical [103] ual carboxylic and aldehyde side groups, or with acrylic
applications has motivated development of perfusive copolymers synthesized by free-radical polymerization of a
[104, 105], ‘‘hyperdiffusive’’ [106], chromarod [107, 108] mixture of monovinyl monomer, such as styrene or meth-
and adsorptive-membrane [109] medias to reduce or virtually acrylate, and divinyl monomer, such as divinylbenzene, in a
eliminate mass-transfer resistance by intraparticle diffusion. heated mold [107, 108, 111, 112, 115]. Macroporous poly
Operating strategies have advanced to include counterflow, (glycidyl methacrylate-coethylene dimethacrylate) (GMA-
recycle [60], and displacement to more efficiently utilize EDMA) is a commonly used copolymer. Epoxy groups are
chromatographic columns. Adsorptive-membrane separation modified to furnish functional-group sites for hydrophobic-
and countercurrent contacting of bulk liquid and adsorptive- interaction (HIC), ion-exchange (IEC), or affinity membrane
solid phases are two promising alternatives that reduce costs adsorption [113].
associated with adsorbent, regenerant, and solvent, and In adsorptive membranes, the length scale for solute diffu-
increase throughput. Adsorptive stacked membranes essen- sion to an adsorptive site [Rp in (15-57) and (15-58)] is
tially eliminate transport-rate resistance due to intraparticle reduced to much less than the size of flow-through membrane
diffusion by derivatizing adsorptive sites on the surfaces of pores (1 mm) [118]. This allows adsorptive-membrane
micron-scale, flow-through pores. Countercurrent contacting, capacity to be maintained at substantially higher throughputs.
which increases the local average thermodynamic driving Eliminating diffusional resistance reduces the expression for
force for equilibrium partitioning, is nearly achieved by theoretical plate height in (15-57) to H ¼ 2E=u, which is
timed-valve delivery to a modest number of packed-bed sec- evaluated for N Re N Sc > 1 using an N PeE correlation obtained
tions in simulated-moving-bed (SMB) operations, described by analysis of creeping flow in high-void-fraction, random
in §15.4. configurations of fixed spheres [119]:
Adsorptive Membranes 1 3 p2 N Re N Sc eb
¼ eb þ eb ð1 eb Þln þ ð15-70Þ
N Pe 8 12 2 N Re N Sc
Membrane adsorption typically utilizes a rigid cylindrical
column, illustrated in Figure 15.25. Microporous, 200-mm-
For use in (15-70), an equivalent mean particle diameter, Dp,
thick, hydrophilic, polymeric membrane rounds derivatized
for the membrane bed is estimated from its average pore size,
with interactive moieties are layered one on top of another
dp, and bulk porosity, eb , using Dp ¼ 3d p ð1 eb Þ=3eb .
and compression-gasketed at the periphery to prevent bypass-
Measured values of adsorptive-membrane plate heights
ing. The adsorptive-membrane cross section perpendicular to
and capacities are shown in Tables 15.11 and 15.12, respec-
the flow direction is considerably longer than the flow path,
tively. van Deemter equations like (15-57) and van Deemter
plots like Figure 15.20 show that values of plate heights first
decrease and then increase as velocity increases. Variations
in measured plate height from different sources, or from
0.59–3.3 0.52–3.8
3–7 0.07–0.22
25 0.1–2
50–110 1.5–4
80–160 1–45
400 0.04–1
Figure 15.25 Cut-away view of a ChromaSorbTM 0.08 mL Small- 250–800 0.035–6.5
Scale Screening and Development Membrane Adsorber.
C15 09/22/2010 Page 599
Table 15.12 Reported Capacity Values of Adsorptive Membranes for Several Biological Macromolecules:
Monoclonal Antibody (MAb), Malate Dehydrogenase (Md), Human Serum Albumin (HSA), Ribonuclease
(Rib), Lysozyme (Lys), Ovalbumin (Ova), Bovine Serum Albumin (BSA), Gamma-Globulin (G-G),
Immunglobulin G (IgG), and a Mixture of IgG and IgA (BGG); from [118]
C-4 200–400 50
Cation exchange 50 (MAb)
Dye affinity 50.8 (Md) 45.7 (Md)
Anion exchange 5.8 (HSA)
Copolymer 20 (Rib), 26 (Lys), 47 (Ova) 5 (Rib), 0 (Lys), 5 (Ova)
Copolymer 40 (Ova)
L-Phe affinity hollow fiber 50 mg BGG/g fiber
Anion exchange 30–40 g BSA/g membrane
Anion exchange 20
Dye affinity 8.6 (Lys), 5.6 (BSA) 7.8 (Lys), 7.6 (BSA)
Protein-A/IgG affinity 4.74 (IgG-rabbit), 0.51 (protein A)
Protein-A affinity 3.3 (G-G) 2.9 (G-G)
Ion exchange 8 IgG/cartridge
theoretical prediction, have been quantitatively shown to Substituting Rv ¼ 0.06 104 cm and Rp ¼ 7.5 104 into
arise from differences in the parameters in (15-57), as well as the above equation gives a static capacity of 1.2 1013 virions
from external contributions to plate height such as band per mL. This value is 1/24th of the reported capacity value, sug-
broadening due to mixing in extra-column peripheral vol- gesting negligible effective virus penetration into pores of the
umes such as injectors, detectors, tubing, and valves and non- resin. Adenovirus is comprised of 87% protein and 13% nucleic
acid with a total viral mass of 1.65 108 Da. Estimated static
uniform flow in adsorptive-membrane beds. Capacity may be
virus capacity is therefore
measured experimentally and predicted using (15-51). Exam-
ple 15.11 illustrates prediction of capacity for virus adsorp-
1:2 1013 virions 1:65 108 grams
tion. Static capacity, measured under nonflowing (e.g., batch) ¼ 3:3 mg/mL
mL resin 6:02 1023 virions
conditions, typically exceeds dynamic capacity, measured
under flowing conditions, since slow, diffusive, mass- This value is comparable to capacity of protein A-affinity interac-
transfer limits complete utilitization of surface area of the tion in Table 15.12. The experimentally reported capacity is 0.137
stationary phase. mg virus/mL resin, which is about an order of magnitude smaller
than measured values for protein chromatography.
Static capacities reported for protein adsorption on several mem-
EXAMPLE 15.11 Capacity of an Anion-Exchange brane monoliths measured 3.3 to 50 mg/mL, whereas typical chro-
Resin. matographic protein capacities are 25–60 mg/mL for PorosTM
and MonoQTM media, 110–115 mg/mL for HyperD1 resin, and
Adenovirus type 5 is a candidate viral vector for gene therapy. Esti- 300 mg/mL for soft Sephadex1.
mate the static capacity of 15-mm-diameter SourceQTM anion-
exchange resin for binding 120-nm-diameter adenovirus type 5.
Compare the estimate with an experimental static capacity of 5
1011 virus/mL reported for adenovirus on this resin, and with protein
Counterflow
capacities of anion-exchange resins and membrane monoliths.
Reductions in counterflow solvent and adsorbent usage rela-
tive to packed-bed adsorption at comparable purities may be
Solution
evaluated using an equilibrium-stage description of steady-
Using a packing factor of 0.547 for random sequential adsorption, state counterflow introduced by Kremser [120], as described
an estimate for static capacity of 120-nm virions with a projected in §9.2, and Souders and Brown [121]. Klinkenberg et al.
surface area of Av adsorbed on total outer surface, Ap, of 15 mm [123] specialized this description for continuous counter-
SourceQTM beads packed to a void volume of 0.38 is given by current adsorption of solute 1 and 2 from small feed mass
virions Ap 1 eb 3ð0:62Þð0:547Þ flow rate, F, relative to pure fluid (U) and solid-phase (S)
¼ ¼ mass flow rates into an M-stage enricher and an N-stage strip-
mL resin 1 Vp R2v Rp
Av per, respectively, separated by a feed stage, e, in a model col-
0:547
umn, shown in Figure 15.26. The fluid-phase mass fraction of
where A, V, and R are surface area, volume, and radius; and sub-
solute i exiting the stripper, yN,i, and the solid-phase mass
scripts p and v represent resin particle and virus.
fraction exiting the enricher, x1,i, are related recursively to
C15 09/22/2010 Page 600
Solvent savings also increases for high purity separations, by continuous addition of a mobile feed at a volumetric flow
but less dramatically than adsorbent savings. While adsorb- rate QF containing dilute solute at concentration cF in frontal
ent- and solvent-usage requirements are lower in steady loading mode, also referred to as percolation or simply fixed-
counterflow for high-resolution purification of closely related bed adsorption. Frontal loading concentrates dilute solute,
solutes, separation is limited to binary separations. Like since cs > cb
cf cF usually characterizes loading, and
distillation, counterflow separations effect a binary split reduces dilution caused by transport-rate resistances, which
between key components. Additional components in a multi- spread an initially sharp solute pulse cf{z,0} in (15-52) across
component feed that partition more strongly to the solid or a bed volume of 3.3 s ¼ 3.3N1/2AH=fsu given by (15-56).
liquid phases are separated more efficiently, but may present Subsequent application of a fluid eluent at a thermodynamic
additional complexity in terms of solid- or fluid-phase regen- state (temperature, pressure, composition) that favors
eration in real systems. In packed-bed adsorption, the number desorption can selectively recover concentrated solute at cf > cF.
of species that can be resolved in batch or semi-batch opera-
tion is limited only by the magnitude of the thermodynamic
Ideal Fixed-Bed Adsorption
driving force that distinguishes partitioning of the respective
solutes and the separation efficiency of the system. Ideal (local-equilibrium) fixed-bed adsorption represents the
limiting case of: (1) neglible external and internal transport-
rate resistances; (2) ideal plug flow; and (3) adsorption iso-
EXAMPLE 15.12 Steady Counterflow Separation of therm beginning at the origin. Local equilibrium between
Albumins. fluid and adsorbent is thus achieved instantaneously, result-
Bovine serum albumin ðep ¼ 0:30Þ and ovalbumin ðep ¼ 0:34Þ in an
ing in a shock-like stoichiometric front, shown in Figure
equimolar mixture are to be purified by size exclusion to a resolu- 15.28, that moves at a constant velocity throughout the bed.
tion of R ¼ 1.0 in a packed bed of Toyopearl1 (TSK gel) HW55F, The bed is divided into two zones or sections: (1)
which has a bed porosity of eb ¼ 0:34. The differential migration Upstream of the stoichiometric front, fluid-phase solute con-
velocity, d, for these two solutes is 0.048. Assume a volumetric feed centration, cf, equals the feed concentration, cF, and spent ad-
stream/fluid-phase dilution in counterflow of 10. Determine the rela- sorbent is saturated with adsorbate at a loading cb in
tive number of equilibrium stages, the relative solvent requirement, equilibrium with cF. The length (height) and weight of this
and the relative solid-phase requirement for steady counterflow sep- section are LES and WES, respectively, where ES refers to
aration relative to differential chromatography. the equilibrium section, called the equilibrium zone. (2)
Downstream of the stoichiometric front and in the exit fluid,
Solution cf ¼ 0, the adsorbent is adsorbate-free. The length and
Using tables for a cumulative normal distribution, P ¼ F{2R} for weight of this section are LUB and WUB, respectively,
R ¼ 1 corresponds to mutual fractional purity, PS;1;OA ¼ PU;N;BSA ¼ where UB refers to unused bed.
0:9772. Substituting R ¼ 1 and PU,N,BSA into (15-59) and (15-73), After a stoichiometric time ts, the stoichiometric wave
respectively, and using d ¼ 0.048 yields N SC;tot =N ¼ 313=6; 975. front reaches the end of the bed; the value of cf,out abruptly
Using (15-74) with U=F ¼ 10 and N ¼ 6,975 stripping stages shows rises to the inlet value, cF; no further adsorption is possible;
that only 24% as much solvent is needed for steady counterflow rel- and the adsorption step is terminated. This point is referred to
ative to differential chromatography. Substituting values for U=F, as the breakpoint and the stoichiometric wave front becomes
PU,N,BSA, and d into (15-73) indicates that 0.04% as much adsorbent the ideal breakthrough curve. For ideal adsorption in a
might be expected for steady counterflow relative to differential
packed bed of length LB, the location of the concentration
chromatography.
wave front Lideal LB in Figure 15.28, as a function of time,
is obtained by equating the solute entering in the feed to that
in the adsorbate:
§15.3.5 Mitigating Transport-Rate Resistances:
Frontal Loading QF cF tideal ¼ cb Að1 eb ÞLideal ð15-76Þ
Selective partitioning of a solute from mobile fluid to the sta- where cb is the loading in equilibrium with cF, and A is the
tionary adsorbent phases may be used to saturate a packed bed bed cross-sectional area. Defining the total mass of adsorbent
Concentration front at some
cF
c, solute concentration
Stoichiometric
front
Spent Unused
time t
WES WUB
LES LUB Figure 15.28 Stoichiometric
0 L LB (equilibrium) concentration
z, distance through the bed front for ideal fixed-bed adsorption.
C15 09/22/2010 Page 602
in the bed by S ¼ Að1 eb ÞLB and rearranging (15-76) gives, at t1, no part of the bed is saturated. At t2, the bed is almost
for ideal fixed-bed adsorption corresponding to Figure 5.28, saturated for a distance Ls. At Lf, the bed is almost clean.
QF cF tideal Beyond Lf, little mass transfer occurs at t2 and the adsorbent
Lideal ¼ LES ¼ LB ð15-77Þ is still unused. The region between Ls and Lf is called the
cb S
mass-transfer zone, MTZ, at t2, where adsorption takes place.
LUB ¼ LB LES ð15-78Þ Because it is difficult to determine where the MTZ zone
begins and ends, Lf can be taken where cf=cF ¼ 0.05, with Ls
LES at cf=cF ¼ 0.95. From time t2 to time tb, the S-shaped front
WES ¼ S ð15-79Þ
LB moves through the bed.
At the breakthrough point, tb, the leading point of the
WUB ¼ S WES ð15-80Þ MTZ just reaches the end of the bed. Feeding is discontinued
at tb to prevent loss of unadsorbed, dilute solute, whose
outlet concentration begins to rise rapidly. Rather than using
Solute Concentration Distributions in Frontal Loading cf=cF ¼ 0.05, the breakthrough concentration can instead be
Actual solute concentration distributions during frontal load- taken as the minimum detectable or maximum allowable
ing are not ideal, but may be obtained from (15-48)–(15-51) solute concentration in the effluent fluid. When feeding inad-
by superimposing solutions of the form (15-53) using Green’s vertently continues after tb, the time to reach cf,out=cF ¼ 0.95
functions [125]. This produces concentration profiles for cf, is designated te.
illustrated in Figure 15.29a, that are broadened by transport-
rate resistances summarized in (15-57) and (15-58). Analytical Solution
The cf profiles in 15.29a are normalized relative to feed
concentration, cF, and plotted as a function of axial distance, For a single solute and an initially clean bed free of solute
z, within the column at successive times t1, t2, and tb after adsorbate, Anzelius [126] obtained an analytical solution
loading begins. A corresponding S-shaped breakthrough from (15-48)–(15-51) and (15-69) for frontal loading, neglec-
curve for cf=cF, shown in Figure 15.29b, is plotted as a func- ting axial dispersion, that is summarized by Ruthven [10] and
tion of time, t, at the column outlet, z ¼ LB. In Figure 15.29a, discussed by Klinkenberg [127], who provided this useful
approximation for solute concentration distribution with
respect to axial distance and time [126]:
1.0 cf 1 pffiffiffi pffiffiffi 1 1
1 þ erf t j þ pffiffiffi þ pffiffiffi ð15-81Þ
Equilibrium MTZ Unused bed cF 2 8 t 8 j
zone at t2 at t2 at t2
where erf{x} is the error function defined in (3-76) and j and
t1 t2 tb t are dimensionless distance and displacement-corrected
cf /cF
time coordinates, respectively, given by
3kc;tot z 1 eb
j¼ ð15-82Þ
Rp u eb
0
0 Ls Lf LB 3akc;tot z
t¼ t ð15-83Þ
Distance through bed, z Rp u
(a)
where 3=Rp ¼ av is the surface area per unit volume for a
1.0 sphere, and resistances due to external transport, pore diffu-
0.95 –
sivity, and kinetics (if present) are included in kc,tot, as shown
in (15-58). For gas separations at low loadings, avkc,tot may
be represented by the experimentally obtained product kK,
cf ,out/cF Breakthrough where K is an equilibrium constant defined by (15-16) equiv-
curve alent to a1 in (15-51), and k is an overall mass-transfer
coefficient obtained from experimental data. This approxi-
mation is accurate to < 0.6% error for j > 2.0. Klinkenberg
[128] also provided an approximate solution for profiles of
– 0.05
0 solute concentration in equilibrium with the average sorbent
0 tb te
loading:
Time, t
(b) cf cb 1 pffiffiffi pffiffiffi 1 1
¼ 1 þ erf t j pffiffiffi pffiffiffi ð15-84Þ
Figure 15.29 Solute wave fronts in a fixed-bed adsorber with cF cb 2 8 t 8 j
mass-transfer effects. (a) Concentration-distance profiles.
(b) Breakthrough curve. where cf ¼ cb a and cb is the loading in equilibrium with cF.
C15 09/22/2010 Page 603
1
EXAMPLE 15.13 Breakthrough Curves Using the
0.9
Klinkenberg Equations. 0.8
s s
Air at 70 F and 1 atm, containing 0.9 mol% benzene, enters a fixed- 0.7 le
on e
2
i
5
0.6 s c
bed adsorption tower at 23.6 lb/minute. The tower is 2 ft in inside en n
10
cf /cF 0.5 m ista
diameter and packed to a height of 6 ft with 735 lb of 4 6 mesh i
15
ξ ,d d
20
0.4
silica gel (SG) particles with a 0.26-cm effective diameter and an
25
30
0.3 )
external void fraction of 0.5. The adsorption isotherm for benzene .2 b ed
0.2 32 of
has been determined to be linear for the conditions of interest: d
0.1 en
q ¼ Kc ¼ 5;120c ð1Þ 0
(
0 5 10 15 20 25 30 35 40
where q ¼ lb benzene adsorbed per ft3 of silica gel particles, and τ , dimensionless time
c ¼ equilibrium concentration of benzene in the gas, in lb benzene Figure 15.30 Gas concentration breakthrough curves for Example
per ft3 of gas. 15.13.
Mass-transfer experiments simulating conditions in the 2-ft-
diameter bed have been fitted to a linear-driving-force (LDF) model: When z ¼ bed height ¼ 6 ft, j ¼ 32.2 and
@q z
¼ 0:206K ðc c Þ ð2Þ t ¼ 0:206 t ð4Þ
@t 197
where time is in minutes and 0.206 is the constant k in minute1, For t ¼ 155 minutes (the ideal time), and z ¼ 6 ft, using (4), t ¼ 32.
which includes resistances both in the gas film and in the adsorbent Thus, breakthrough curves should be computed from (15-81) for
pores, with the latter resistance dominant. values of t and j no greater than about 32. For example, when j ¼
Using the approximate concentration-profile equations of Klin- 32.2 (exit end of the bed) and t ¼ 30, which corresponds to a time
kenberg [127], compute a set of breakthrough curves and the time t ¼ 145.7 minutes, the concentration of benzene in the exiting gas,
when the benzene concentration in the exiting air rises to 5% of the from (15-81), is
inlet. Assume isothermal, isobaric operation. Compare break- " !#
through time with time predicted by the equilibrium model. c 1 1 1
¼ 1 þ erf 30 32:2 þ
0:5 0:5
þ
cF 2 8ð30Þ0:5 8ð32:2Þ0:5
Solution
1 1
¼ ½1 þ erf ð0:1524Þ ¼ erfcð0:1524Þ
For the equilibrium model, the breakthrough curve is vertical, and 2 2
the bed becomes completely saturated with benzene at cF. ¼ 0:4147 or 41:47%
MW of entering gas ¼ 0:009ð78Þ þ 0:991ð29Þ ¼ 29:44:
This far exceeds the specification of c=cF ¼ 0.05, or 5%, at the exit.
Density of entering gas ¼ ð1Þð29:44Þ=ð0:730Þð530Þ ¼ 0:076/lb/ft3 : Thus, the time of operation of the bed is considerably less than the
Gas flow rate ¼ 23:6=0:0761 ¼ 310 ft3 /minute: ideal time of 155 minutes. Figure 15.30 shows breakthrough curves
computed from (15-84) over a range of the dimensionless time, t,
ð23:6Þ for values of the dimensionless distance, j, of 2, 5, 10, 15, 20, 25,
Benzene flow rate in entering gas ¼ ð0:009Þð78Þ
29:44 30, and 32.2, where the last value corresponds to the bed exit. For
¼ 0:562 lb/minute and c=cF ¼ 0.05 and j ¼ 32.2, t is seen to be nearly 20.
0:562 From (4), with z ¼ 6 ft, the time to breakthrough is t ¼ 0:206
20
þ
cF ¼ ¼ 0:00181 lb benzene/ft3 of gas
197 ¼ 97:1 minutes, which is 62.3% of the ideal time.
6
310
Figure 15.29 or (15-84) can be used to compute the bulk concen-
From (1), tration of benzene at various locations in the bed for t ¼ 20. The
lb benzene
q ¼ 5;120ð0:00181Þ ¼ 9:27 results are as follows:
ft3 SG
The total adsorption of benzene at equilibrium j z, ft c/cF
9:27ð3:14Þð2Þ2 ð6Þð0:5Þ
¼ ¼ 87:3 lb 2 0.373 1.00000
4
87:3 5 0.932 0.99948
Time of operation ¼ ¼ 155 minutes 10 1.863 0.97428
0:562
For the actual operation, taking into account external and internal 15 2.795 0.82446
mass-transfer resistances, and replacing avkc,tot in (15-82) and (15- 20 3.727 0.53151
83) with kK obtained from experimental data, 25 4.658 0.25091
30 5.590 0.08857
ð0:206Þð5;120Þz 1 0:5 32.2 6.000 0.05158
j¼ ¼ 1;055 z=u
u 0:5
At t ¼ 20, the adsorbent loading, at various positions in the bed, can
310 be computed from (15-84), using q ¼ 5,120c. The maximum load-
u ¼ interstitial velocity ¼ ¼ 197 ft/min ð3Þ
3:14 22 ing corresponds to cF. Thus, qmax ¼ 9.28 lb benzene/ft3 of SG.
0:5
4 Breakthrough curves for the solid loading are plotted in Figure
1;055 15.31. As expected, those curves are displaced to the right from the
j¼ z ¼ 5:36z, where z is in ft.
197 curves of Figure 15.30. At t ¼ 20:
C15 09/22/2010 Page 604
1 4.0
5
0.6 s c
en n
10
q/qF* 0.5 2.0
i m ista
15
ξ ,d d 1.5
20
0.4
25
0.3 d) 1.0
30
.2 be
0.2 32 of 0.5
0.1 n d 0.0
(e 0 2 4 6 8 10 12 14 16 18 20
0
0 5 10 15 20 25 30 35 40 τ , dimensionless time
τ , dimensionless time
Figure 15.33 Broadening of wave front in Example 15.13.
Figure 15.31 Adsorbent loading breakthrough curves for Example
15.13. Favorable Adsorption Isotherms Sharpen Breakthrough
Broadening of the wave front in Example 15.13 due to
c q lb benzene transport-rate resistance is summarized in Figure 15.33 by
z, ft ¼
q;
j cF qF ft3 SG plotting the MTZ width for 0:95 cf =cF 0:05 versus
dimensionless time t up to a value of 20, where the front breaks
2 0.373 0.99998 9.28 through the 6-ft-long bed. MTZ broadening increases from
5 0.932 0.99883 9.27 2 feet at t ¼ 6 to 4 feet at t ¼ 20. The rate of broadening
10 1.863 0.96054 8.91 slows as t increases; however, broadening in a deeper bed per-
15 2.795 0.77702 7.21 sisted even at t ¼ 100. This is typical of frontal loading per-
20 3.727 0.46849 4.35 formed with a linear adsorption isotherm (curve A in Figure
25 4.658 0.20571 1.909 15.34a) or with an unfavorable Type III isotherm (curve C in
30 5.590 0.06769 0.628 Figure 15.34a). On the other hand, a favorable Type I Lang-
32.2 6.000 0.03827 0.355 muir or Freundlich isotherm (curve B in Figure 15.34a)
rapidly diminishes wave-front broadening to produce a
Values of q are plotted in Figure 15.32 and integrated over the ‘‘self-sharpening’’ wave front, as illustrated in Figure 15.29.
bed length to obtain the average bed loading: This has been evaluated by DeVault [129] and others. Solute
Z 6 velocity at the concentration wave front, uc, within a packed
qavg ¼ qdz=6 bed of significant capacity, i.e., K d
1, is obtained by substi-
0
tuting (15-51) into (15-54) and multiplying by u:
3
The result is 5.72 lb benzene/ft of SG, which is 61.6% of the maxi- u
mum loading based on inlet benzene concentration. uc ¼ ð15-85Þ
1 eb
If the bed height were increased by a factor of 5, to 30 ft, j ¼ 1þ ep K d
161. The ideal time of operation would be 780 minutes or 13 h. eb
With mass-transfer effects taken into account as before, the dimen- Solute velocity in (15-85) is relatively small at lower values of
sionless operating time to breakthrough is computed to be t ¼ 132, cf (i.e., higher Kd) in Figure 15.34a, curve B, but increases as
or breakthrough time is
cf increases. Thus, lagging wave-front regions at higher solute
132 30 concentration move faster than leading wave-front regions at
t¼ þ ¼ 641 minutes
0:206 197 lower solute concentrations, as shown in Figure 15.34b. Self-
sharpening of breakthrough curves via nonlinear Type I
which is 82.2% of the ideal time. This represents a substantial adsorption isotherms mitigates broadening due to consecutive
increase in bed utilization. transport-rate resistances and thus allows more adsorptive bed
capacity to be efficiently utilized.
10
9
8
q, lb benzene/ft3 SG
7
6
5
4
3 τ = 2.0
2 t = 97.1 minutes
1
0
0 1 2 3 4 5 6 Figure 15.32 Adsorbent loading profile for
z, distance through the bed, ft Example 15.13.
C15 09/22/2010 Page 605
q0*
B
le
ab
v or
q* Fa A
r
ea
Lin C e
bl
o ra c
f av
Un Figure 15.34 Effect of shape of isotherm
on sharpness of concentration wave front.
0 c0 z (a) Isotherm shapes. (b) Self-sharpening wave
c
(b)
(a) front caused by a favorable adsorption isotherm.
Loading = qF*
LES
and curves of cf=cF and cb =cb become coincident. The bed
Loading = 0
depth at which CPF is approached depends upon the non-
LES
linearity of the adsorption isotherm and the importance of
B LES
adsorption kinetics. Cooney and Lightfoot [130] proved the A
existence of an asymptotic wave-front solution, including LUB
LES
effects of axial dispersion. Initially, the wave front broadens
because of mass-transfer resistance and/or axial dispersion.
Analytical solutions for CPF from Sircar and Kumar [131]
and a rapid approximate method based on Freundlich and 1
B
Langmuir isotherms from Cooney [132] are available to esti-
mate CPF concentration profiles and breakthrough curves
using mass-transfer and equilibrium parameters. q/qF
When the constant-pattern-front assumption is valid, it
A
can be used to determine the length of a full-scale adsorbent 0
tb ts te
bed from breakthrough curves obtained in small-scale labora- t, time for adsorption step
tory experiments. This widely used technique is described by
Figure 15.35 Determination of bed length from laboratory
Collins [133] for purification applications. measurements.
Total bed length is taken to be
LB ¼ LES þ LUB ð15-86Þ
the sum of the length of an ideal, equilibrium-adsorption sec- EXAMPLE 15.14 Scale-Up for Fixed-Bed Adsorption.
tion, LES, unaffected by mass-transfer resistance Collins [133] reports the experimental data below for water-vapor
cF Q F t b adsorption from nitrogen in a fixed bed of 4A molecular sieves for
LES ¼ ð15-87Þ
qF rb A bed depth ¼ 0.88 ft, temperature ¼ 83 F, pressure ¼ 86 psia, G ¼
entering gas molar velocity ¼ 29.6 lbmol/h-ft2, entering water con-
where QF is the volumetric feed flow rate, plus a length of tent ¼ 1,440 ppm (by volume), initial adsorbent loading ¼ 1 lb=100
unused bed, LUB, determined by the MTZ width and the lb sieves, and bulk density of bed ¼ 44.5 lb/ft3. For the entering gas
cf=cF profile within that zone, using moisture content, cF, the equilibrium loading, qF, ¼ 0.186 lb H2O/
Le lb solid.
LUB ¼ ðts tb Þ ð15-88Þ
ts
cexit, ppm cexit, ppm
where Le=ts ¼ the ideal wave-front velocity. The stoichio- (by volume) Time, h (by volume) Time, h
metric time ts divides the MTZ (e.g., CPF zone) into equal
areas A and B as shown in Figure 15.35, and Le=ts corre- <1 09.0 650 10.8
sponds to the ideal wave-front velocity. Alternatively, ts, may 1 9.0 808 11.0
be determined using 4 9.2 980 11.25
Z te 9 9.4 1,115 11.5
cf 33 9.6 1,235 11.75
ts ¼ 1 dt ð15-89Þ
0 cF 80 9.8 1,330 12.0
142 10.0 1,410 12.5
For example, if ts equalizes areas A and B when it is equi- 238 10.2 1,440 12.8
distant between tb and te, then LUB ¼ MTZ/2. A conserva- 365 10.4 1,440 13.0
tive estimate of MTZ ¼ 4 ft may be used in the absence of 498 10.6
experimental data.
C15 09/22/2010 Page 606
Determine the bed height required for a commercial unit to be oper- Let ts ¼ the midpoint or (9.76 þ 12.25)=2 ¼ 11 h. The ideal wave-
ated at the same temperature, pressure, and entering gas mass veloc- front velocity ¼ Le=ts ¼ 0.88=11 ¼ 0.08 ft/h. From (15-87), LUB ¼
ity and water content to obtain an exiting gas with no more than 9 0.08(11 9.76) ¼ 0.1 ft. MTZ ¼ 0.2 ft and LB ¼ 1:96 þ
ppm (by volume) of water vapor with a breakthrough time of 20 h. 0:1 ¼ 2:06 ft.
Solution
B B
C
C
A
A
Distance
into
B
bed