Jordan Journal of Chemistry Vol. 3 No.4, 2008, pp. 409-423
JJC
Thermodynamics and Kinetics of Co (II) Adsorption onto Natural and Treated Bentonite
W. K. Mekhemera, J. A. Hefneb, N. M. Alandisa*, O. A. Aldayel, S. Al-Raddadi
a King Saud University, P. O. Box 11495, Riyadh 11452 b King Abdulaziz City For Science and Technology P. O. Box 6086 Riyadh 11442 Received on April 20, 2008 Accepted on Sept. 22, 2008
Abstract
The present study examined the application of a commercial natural bentonite (untreated,
NB) for the removal of Co (II) ions from aqueous solutions. Specific surface area of the sample
was determined by means of N2 adsorption-desorption at 77 K applying the BET method. X-ray
powder diffraction (XRD) was also used to characterize the (NB). The effects of pH, adsorption time, cobalt ion concentration, bentonite doses, temperature and the NB treatment (calcination
of NB at 700OC and washing by water) on the adsorption process of Co (II) were examined. The
optimum pH for adsorption was found to be 6.0. The data demonstrated that the amount of Co
(II) adsorbed on bentonite increases rapidly during the first hour, thereafter adsorption becomes
linear with time. Pseudo-second-order model described best the kinetics of the reaction. The
thermodynamic parameters of the adsorption (the Gibbs free energy, entropy, and enthalpy)
were determined and discussed. The adsorption of Co(II) on NB appeared to follow Langmuir
adsorption. The process was found to be spontaneous and endothermic under normal
conditions. The adsorbed amount of Co (II) on washed bentonite (WB) was increased by 100%
compared to NB and bentonite calcined at 700ºC (CB). Our results show that bentonite could
especially WB be considered as a potential adsorbent for Co (II) removal from aqueous
solutions.
Keywords: Adsorption; Clay minerals; Bentonite; Cobalt; Wastewater treatment.
Introduction
The presence of metals in aquatic environment is of great concern due to their
toxicity to many life forms. Co (II) is a very toxic element[1]. The increased use of Co (II)
in nuclear power plants and in many industries such as mining, metallurgical,
electroplating, paints, pigments and electronic industries has resulted in Co (II) finding
its way to natural bodies of water. The tolerance limit for Co (II) in potable water has
been fixed as 0.05 mg L-1 [2]. It is, therefore, desirable that wastewater from industries
is treated to remove Co (II) ions before being discharged into the bodies of water.
Various treating methods such as chemical precipitation[3], reverse osmosis, ion
exchange, solvent extraction[1], coagulation[4] and adsorption are utilized to remove the
metal ions from aqueous solutions[5]. Among all these methods, adsorption appears to
be the most effective, especially for effluents with moderate and low concentrations[2,3].
* Corresponding author: e-mail: [email protected]
410
Activated carbon is widely used as an adsorbent with excellent adsorption
characteristics. However, due to the high cost of activated carbon, its use is restricted
sometimes for commercial considerations. In addition to cost, adsorptive properties
and availability are also criteria for choosing an adsorbent to remove pollutants. This
has encouraged research into discovering materials that are both efficient and cheap.
Low cost adsorbent materials used by various investigators include saw dust, slurry,
biomass and cellulose, peat, chitin, orange waste, rice husk and wheat bran [4, 5] , and
the technical feasibility of these various low-cost adsorbents for heavy metal removal
from contaminated water has been reviewed by Babel and Kurniawan[6]. Most of these
adsorbents contain functional groups associated within the major constituents of the
substrate. Other low-cost adsorbents showing capability to adsorb heavy metals are
zeolites. The use of zeolites for Co (II) removal was intensively investigated in recent
years [7]. Various types of clays have been reported[8] as low-cost adsorbents for heavy
metal removal. Sepiolite clay has been studied for the removal of Co (II) ions for the
purpose of remediation of polluted water[9]. Natural clay minerals also gained
significant attention among scientists mainly due to their valuable ion exchange
capacity. Smectite clays, such as bentonite and montmorillonite, are fundamental soil
components and are abundant in nature. Bentonite has a 2: 1 layer structure and it
consists of alumina octahedral layer sandwiched between two silica tetrahedral layers.
Large deposits of natural bentonite in many countries provided local industries
promising benefits such as cost efficiency since they are able to treat wastewater
contaminated with heavy metals at low cost[10].
The aim of the present investigation is to study the adsorption of Co (II) ions
onto natural bentonite and to understand the way cobalt ions interact with bentonite.
Towards this aim, the effect of various parameters such as the effects of pH, bentonite
doses, temperature, bentonite treatment (calcination and washing) and contact time on
the adsorption process has been investigated.
Materials and methods Instrumentation
Elemental concentration was analyzed using a Perkin- Elmer Optima 5300 DV
ICP optical emission spectrometer coupled with peristaltic pump and AS-93 plus auto
sampler unit. The optimized condition for the ICP operation is given as follows:
Typical operation conditions for ICP measurement
Instrument PE- Optima 5300 DV Spray Chamber Baffled Cyclonic Nebulizer Low Flow Gem Cone Nebulizer Flow 0.6 L/ min Auxiliary Flow 0.2 L/ min Rf power 1500 watts Plasma Flow 15 L/min Sample Flow Rate 1.5 to 2.5 mL/ min Equilibration Time 15 sec Torch Position -3
411
Chemicals
Cobalt(II) nitrate [Co (NO3)2.6H2O] was used in this study. pH adjustments were
carried out using 0.1N hydrochloric acid (HCl) and 0.1N sodium hydroxide (NaOH). All
Co(II) solutions were prepared with ultra-pure water (specific resistivity of 18 M Ω. cm)
obtained from an E-pure (Barnstead, USA) purifier system.
Adsorbent
The commercial untreated bentonite (NB) was obtained from a local supplier
(Bariod Saudi Arabia Limited). It was characterized by X-ray diffraction (XRD) and
chemical analysis. diffraction (XRD) and chemical analysis. The chemical composition
of the tested samples was as follows: (Wt%) SiO2 50.77, Al2O3 19.89, CaO 3.98 , Na2O
1.96, Fe2O3 19.18, MgO 3.03 and Ti 1.18.
The XRD pattern of the commercial untreated bentonite is shown in Figure 1. It
indicates that the dominant component is montmorillonite (64.9 %), kaolinite (10.6 %),
Geothite (9.5 %), Hematite (9.4 %) and Boehmite (5.6 %).
Figure 1. The XRD patterns of the NB
A 1.0 kg commercial bentonite (untreated) (NB) was sieved through different
mesh sizes: 0.250, 0.180, 0.075, 0.045 and 0.0375 mm. The percentage weight of
each size was calculated and presented in the following table according to Udden-
Wentworth Grain-Size Scale, mm and PHI (Ø). All bentonite samples used in this study
with a range of the particle sizes as shown in Table 1:
412
Table 1. Particle size distribution of commercial bentonite (untreated) (NB).
% Weight Scale* Mm PHI (Ø)
0.1 MEDIUM SAND 0.250 2.0
88.2 FINE SAND 0.180 2.5
6.5 VERY FINE SAND 0.075 3.75
3.8 COARSE SILT 0.045 4.5
1.4 COARSE SILT 0.0375 4.75
* According to Udden-Wentworth Grain-Size Scale
To enhance the adsorption capacity of commercial bentonite material, a 50 g
sample was washed several times with deionized water to remove any particles
adhering to the surface, salt and any other water-soluble contamination, then was
oven-dried over night at 60 °C under vacuum. The dried bentonite sample was ground
and sieved. The washed sample was labeled as WB and stored in sealed
polypropylene bottles.
To study also the effect of thermal treatment on the adsorption capacity of NB,
about 200 gm of bentonite was taken from NB sample and was heated in a furnace at
700οC for 24 h.The sample was cooled down to room temperature over silica gel then
ground and passed through sieves. The calcined bentonite was labeled as CB and
stored in sealed polypropylene bottles.
Surface area determination
The specific surface area of commercial bentonite (untreated ) (NB) was
determined by applying the BET method (Brunauer, Emmet, Teller). In this method the
external surface area can be determined from the quantity of gas adsorbed to form a
monolayer over the surface of the solid. The bentonite sample was weighed in different
portions (0.2 – 0.3 g) and placed in a glass cell, using Analysis Adsorptive Nitrogen
(N2) Instrument. Before gas sorption experiment performed, solid surfaces freed from
contaminants (degassed) such as water by using heat under vacuum. The sample
after cleaned brought to a constant temperature by means of an external bath. Then,
small amount of nitrogen gas (the absorbate) were admitted in steps into the
evacuated sample chamber.
The monolayer volume , Vm is then determined and used to calculate the
specific surface area. The determined surface area of NB was S NB = 45.9 m2 g−1.
These values are lower than those expected for bentonite [11], but it may be explained
by the lack of treatment. In fact, Bourg et al. [12], and Goldberg et al[13] have measured
for a bentonite without pretreatment, a specific surface areas of 23.9 and 18.6 m2 g−1:
it is obvious that pores are blocked and the N2 molecules can not penetrate easily into
the interlayer regions, causing an underestimation of the specific surface area[14- 15 ].
413
General procedure
Adsorption of Cobalt with NB was carried out in a batch reactor. 2000 mg/L of
Co (II) stock solution was prepared by dissolving 9.877 g of Co (NO3)2 6H2O in 1 L
deionized water. Standard Co (II) solutions ranging between 40 and 2000 mg/L were
prepared by diluting the stock solutions. 0.5 gm of bentonite mixed with 50mL of Co(II)
solution with different concentrations (40-2000 mg /L) were applied in the shaker.
162 rpm stirring rate and 298 K temperature in all experiments were chosen. The
concentration of Co (II) remained in the solution, after being centrifuged was analyzed
by a Perkin-Elmer Optima 5300 DV ICP optical emission spectrometer. In this study,
the effects of several factors such as pH, concentration of solution, bentonite doses,
heat treatment, washing of NB, temperature (293,313 and 333K) and contact time on
Co (II) removal efficiency were examined.
Adsorption isotherms
From the above batch adsorption experiments, the adsorbed amount (qe) of Co
(II) per unit of sorbent mass was calculated as follows:
.................................................................................. (1)
Where Co is the initial cobalt concentration, Ce is the concentration of cobalt at
equilibrium (mg/L), m is the clay mass (mg) and V is the solution volume (L).
Kinetic studies
The kinetic experiments were conducted in batch mode. The experimental
details were as follows: 0.5 g NB was added to 50 mL of 200 mg/L Co (II) solution. The
suspension was shaken for a period between 5 and 1440 min with a rotary shaker at a
speed of 162 rpm. After being centrifuged, Co (II) was analyzed by a Perkin-Elmer
Optima 5300 DV ICP optical emission spectrometer. All experiments were carried out
in duplicate.
Effect of pH
The influence of pH in the range of 2-12 was studied keeping all other
parameters constant (Cobalt concentration = 500 and 1000 mg/l; stirring
speed = 162 rpm; contact time = 1 h, adsorbent dose = 0.5 g, temp. = 25°C). The pH
of Co (II) solution was adjusted after adding the adsorbent by using a dilute NaOH and
HCl solutions. Also the pH of bentonite suspension was measured before and after Co
(II) adsorption on NB surface as following: 50 ml of Co (II) solution was added to
bentonite. The pH is registered at the first moments of addition and wait until
equilibrium is established, then measure the pH ( after 24 hours).
Effect of adsorbent dose
The adsorption efficiency of Co(II) on NB was studied at different adsorbent
doses [0.1- 5gm /50 ml cobalt solution] at cobalt concentrations (500 and 1000 mg/l),
keeping stirring speed (162 rpm), temperature (25 °C) and contact time (1 h) constant.
414
Desorption experiment
Desorption experiments were performed in order to estimate the Co(II) recovery
from NB surface. NB saturated with different adsorbed amount Co(II) ions were dried
at 100°C and then 0.5 g of these samples were added in a glass reactor containing
50mL deionized water under constant temperature of 25°C. The resulting bentonite
suspension was mechanically agitated for 1 h with a stirring rate of 162 rpm. After
being centrifuged, desorbed Co (II) was analyzed by a Perkin-Elmer Optima 5300 DV
ICP optical emission spectrometer.
Results and discussion Kinetic study
The adsorbed amount of Co (II) onto natural bentonite is presented in Figure 2
as a function of contact time. More than 80% of Co (II) adsorbs in the first 30 min
reaching soon after equilibrium. Although the equilibrium is achieved in a short time
(about 30 min), a contact time of 1 h was selected for further testing.
Lagergren first-order reaction rate model (Eq.2) and Ho et al.’s pseudo-second-
order reaction model[16-17] (Eq.3) were used to describe the kinetics of cobalt
adsorption on bentonite. The first-order Lagergren rate equation used by researchers [18- 22] to study the kinetics of heavy metal adsorption is in the following form:
ln (qe−qt) =ln(qe) −k1 t ................................................................................ (2)
where k1 is the Lagergren rate constant for adsorption (min−1), qe the amount of metal
ion adsorbed at equilibrium (mg/g), and qt is the amount of metal ion adsorbed at any
given time t (mg/g).
Ho et al. [23] used a pseudo-second-order reaction rate equation to study the
kinetics of adsorption of heavy metals on peat. The Ho et al. pseudo-second-order
equation is given by:
.................................................................................... (3)
h = k2q2 ..................................................................................................... (4)
where k2 (g/mg min) the rate constant of pseudo-second-order adsorption, h the initial
adsorption rate (mg/g. min) and qe and qt are the amount of adsorbed Co(II) on
adsorbent (mg/g) at equilibrium and at time t, respectively.
The plot of ln(qe−qt) versus t (not presented here ) shows a straight line with a
very low correlation factor, R (0.19), indicating that the cobalt removal with natural
bentonite is not a first-order reaction . Ho’s pseudo-second-order model described
best the kinetic data (Figure 3) ( a correlation coefficient R close to 1). The rate
constant k2, the correlation coefficients, the initial adsorption rate (h) and the removal
capacities at saturation (qe) were calculated from the values of the slopes and
intercepts according Ho’s pseudo-second-order model and are compared in the table 2
with the Lagergren first-order model.
415
The half-adsorption time of the metal, t1/2, i.e. the time required for the bentonite
to uptake half of the amount adsorbed at equilibrium, is often considered as a measure
of the rate of adsorption and for the second-order process is given by the
relationship[24]:
.............................................................................................. (5)
The determined value of t1/2 for the bentonite to uptake half of the amount
adsorbed of Co(II) at equilibrium was 10.7 min for 200 mg/L initial concentration
Table 2. Parameters for adsorption of Co(II) onto NB derived from the pseudo-first-
and second-order kinetic models.
0
5
10
15
20
0 500 1000 1500 2000Time (min)
q t
Figure 2. Effect of contact time on Co (II) adsorption onto NB (Co (II) concentration
200 mg/L, 25οC and NB dose = 10 g /L
y = 0.0633x + 0.1211R2 = 0.9997
05
10152025
0 100 200 300 400Time (min)
t/qt
Figure.3. Pseudo-second-order adsorption kinetics of Co (II) on NB surface
Pseudo-first-order Pseudo-second-order
qe (mg/g) k1 (min-1) R2 qe
(mg/g)
k2 (g/mg
.min)
h (mg/g
min)
R2
0.72 -0.0005 0.019 15.8 5.9 x10-3 1.5 0.9998
416
Batch pH studies
The pH of the aqueous solution is an important variable that controls cationic
adsorption onto clay surface. This is due to the change of clay surface properties and
the metal species with pH change. The plots of adsorbed amount versus pH of cobalt
(Figure 4) have inflection points at pH 6 where significant adsorption of cobalt actually
begins . With an increase of pH of the solution from 2.0 to 6.0, the removal capacity
increased from 30% to 40% and 23% to 26% at an initial Co (II) concentration of 500
and 1000 mg L− 1, respectively. It is known that the increase of pH decreases the
competition between the protons and the metal ions for surface sites and results in
increased uptake of metal ions by the bentonite.
The effect of pH on the adsorption of cobalt on bentonite may be explained on
the basis of aqua complex formation of the oxides present in the bentonite (NB). A
positive charge develops on the surface of the oxides of bentonite in an acidic medium
as follows:
-------SiOH + H+ Si -----OH+2 ............................................... (6)
A lowering of cobalt adsorption at low pH is due to the fact that surface charge,
thus developed is not suitable for cobalt adsorption. At low pH values, the high
hydrogen ion concentration at the interface (the hydrogen ions are more specifically
adsorbed than Co ions) repels the positively charged metal ions electrostatically and
prevents their approach to the bentonite surface.
In an alkaline medium , above the point of zero charge (The point of zero charge
for NB suspension at pH = 4) , the oxide surface of the NB becomes negatively
charged as shown in equation (7) and (8) , favoring the adsorption of cobalt.
---SiOH+OH− ---SiO−+H2O ...................................................... (7) ---SiO−+M ---Si---O---M .......................................................... (8)
Brigatti et al. [25] has not considered the precipitation tendency of metal ions in
the presence of sepiolite. Increasing pH was reported to increase the adsorption of
metal ions from kaolinite suspensions [26]. Gutierrez and Fuentes [27] studied the
adsorption behavior of Sr, Cs and Co by Ca-montmorillonite and showed that Co
adsorption increases above the pH of precipitation of Co (OH)2. In the present study,
The precipitation of Co(OH)2 has been observed during the adsorption experiment,
therefore the drastic increase in cobalt removal above pH = 6 was due to the
precipitation of cobalt ions as insoluble Co(OH)2(S) precipitate ( as the solubility product
of CoO , pKsp = -13.547) rather than the adsorption on the negatively surface charges
of bentonite. This type of behavior had been also observed for other hydrolysable
metals [28-29].
Similar comments were made by Bangash et al.1992 [30]. The variation of pH
values at which cobalt precipitates may be due to the difference in the aqueous
medium employed in their experiments (e.g. Co++ concentrations). In the present
study, an optimum pH of 6.0 was selected for cobalt – bentonite system.
417
Measuring the pHs of the NB suspension before and after Co (II) adsorption can
give good information for revealing the above comments. Figure 5. shows the pH
values of NB suspension before and after Co (II) adsorption. It was observed that the
pH of bentonite suspension decreases with increasing Co(II) concentration before and
after Co(II) adsorption. This result is probably due to the formation of the acidic Co(II)-
aqua complex. Therefore, the larger the Co(II) concentration the higher is the solution
acidity. Also, as can be seen from this figure, an increasing in the suspension pH after
Co(II) adsorption is observed. This may be attributed to the reaction of acidic Co(II)-
aqua complex with the insoluble carbonate in the bentonite sample (such as calcite).
Another reason is that increasing the ionic strength leads in general to increased
solubilities at this low concentrations..
0
50
100
150
0 2 4 6 8 10 12 14
pH of bentonite suspension
Ads
orbe
d am
ount
(mg/
g)
500 mg/L1000 mg/L
Figure 4. Effect of pH on Co(II) removal by NB at initial Co(II) concentrations 500
and 1000 mg/L, bentonite dose = 10 g/L
6.0
7.0
8.0
9.0
10.0
0 500 1000 1500 2000 2500
initial Co(II) concentrations (mg/L)
PH o
f ben
toni
te (N
B)
susp
ensio
n after adsorptionbefor adsorption
Figure 5. pHs of bentonite suspension before and after Co(II) adsorption onto NB
surface at 25οC
Effect of bentonite (NB) dosage:
Adsorption % of Co (II) on NB was studied at different bentonite (NB) doses [0.1,
0.3, 0.5, 0.7, 1, 2, 3, and 5 g/50 ml, respectively] keeping initial Cobalt concentration
(500 and 1000 mg/l), temperature (25 °C) and contact time (1 h) constant. The results
showed that with increasing the adsorbent dose, the adsorption% of Co (II) was
418
increased (Figure 6). The increase in the adsorption percentage with NB doses can be
explained by the increase in the adsorbent surface area and the availability of more
adsorption sites [31].
020406080
100120
0 2 4 6bentonite doses(g)
Ads
orpt
ion
%
500 mg/L1000 mg/L
Figure 6. Effect of bentonite (NB) doses on adsorption % of Co (II) at different Co (II)
concentration (500 and 1000mg/L) and at 25 °C
Adsorption isotherm
Figure 7 plots the adsorption amount of Co (II) by NB at various temperatures
(293, 313 and 333 K). It was observed that with increasing the temperature the
adsorbed amount of Co (II) on NB increased, indicating that the heat of adsorption is
positive (endothermic process). A value of 25.8, 28, and 34.7 mg/g had been obtained
as the adsorption capacity of bentonite for cobalt from batch experiments at 298, 313
and 333 K respectively. Some reported values of the adsorption capacity for cobalt on
sepiolit [ 9] are 0.79 mg and 38.6 mg on modified bentonite [3]. A comparison of these
values with the one obtained in this study showed that bentonite used in this research
exhibited high capacity for Co (II) adsorption from aqueous solutions.
0
10
20
30
40
0 500 1000 1500 2000 2500
Initial Co(III) concentrations (mg/L)
Ads
orbe
d am
ount
(m
g/g)
298K313 K333 K
Figure7. Adsorption isotherms of Co (II) onto NB adsorbent at different temperatures
All batch experimental data were fitted to the isotherm models of Langmuir
(eq.9) [33] and Freundlich (eq.)[34-35].
………………………………………………………….(9).
419
Where KL = kads/kd is the Langmuir constant; qm is the maximum adsorption capacity
(mg .g−1) and qe is the adsorbed amount of Co(II) at equilibrium (mg .g−1). Rearranging
Eq. (9) yields:
.............…………….……………………………..(10)
.............…………….……………………………..(11)
Where KF and n are Freundlich constants that are related to the adsorption capacity
and adsorption intensity, respectively.
Figure 8 displays linear plots of Ce/qe versus Ce at 293, 313 and 333 K. For
Langmuir isotherm in Figure 8, the values of qm and KL were determined from
experimental data by linear regression. According to Freundlich isotherm (not present
here), the values of KF and n were obtained similarly. The data in Table 3 presents the
results, along with associated correlation coefficients (R2). Also the data in Table 3
reveals that according to the correlation coefficients, the Langmuir model yields a
better fit than the Freunlicuh model.
0
20
40
60
80
0 500 1000 1500 2000Equilibrium concentration, Ce ( mg/L)
Ce/
qe
293 K313 K333 K
Figure 8. Linearized Langmuir isotherm models for Co(II) adsorption by the NB
adsorbent at (a)293 K, (b) 313 K and 333 K (adsorbent dosage, 10 g/L and shaking
time, 2 h Table 3. Parameters of Langmuir and Freundlich adsorption isotherm models for Co(II)
on NB adsorbent at different temperature.
T(K) Langmuir Frendlich
qm (
mg/g
KL(L/mg) KL (L/mol) R2 Kf n R2
293
313 333
25.8
28
34.7
0.019
0.017
0.0132
1119
1001
777.5
0.988
0.992
0.989
4.95
5
5.75
4.22
4.14
4
0.89
0.88
0.88
420
Adsorption thermodynamics:
The thermodynamic parameters of the adsorption, i.e. the standard enthalpy
∆H°, Gibbs free energy ∆G° and entropy ∆S° were calculated using the following
equations[36]:
∆G = -RT ln KL .............…………….……………………………..(10)
ln KL = ∆S/ R – ∆H /RT .............…………….………………... (13)
where R is the general gas constant (kJ .mol−1. K−1) , KL = kads/kd is the Langmuir
adsorption constant and T is the temperature (K). ∆H° and ∆S° values can be obtained
from the slope and intercept of the Van’t Hoff plots of ln KL (from the Langmuir
isotherm) versus 1/T [37-38]. The results of these thermodynamic calculations are
shown in Figure 9 and Table 4. The negative value for the Gibbs free energy for Co(II)
adsorption shows that the adsorption process is spontaneous and that the degree of
spontaneity of the reaction increases with increasing temperature. The overall
adsorption process is endothermic (∆H = 8.37 kJ mol−1). This result explains why the
Co (II) adsorption capacity of NB for increases with increasing temperature. Table 4
also shows that the ∆S value was positive, indicating that the heavy metal ions near
the surface of the adsorbent is more ordered than in the subsequent adsorbed state
(the Co(II) ions exist in the aqueous phase in a very well-ordered state, namely as an
aqua complex). In the other words, it is the dehydration of the cations that leads to the
observed increase in entropy [39]. Adsorption is thus likely to occur spontaneously at
relatively normal and high temperatures because ∆H > 0 and ∆S > 0.
y = -1007.5x + 10.054R2 = 0.9377
6.56.66.76.86.9
77.1
0.0029 0.0030 0.0031 0.0032 0.0033 0.0034 0.0035
1/ T
ln K
L
Figure 9. Plot of the Langmuir adsorption constant (ln KL) vs. temperature (1/T). The
thermodynamic parameters in Table 4 are determined from this graph
421
Table 4. Thermodynamic constants for the adsorption of Co(II) on bentonite (NB) at
various temperatures:
T (K) Ln KL ∆Gº
(k/mol-1)
∆Hº
(kJmol-1)
∆Sº
(kJmol-1K-1)
293
313 333
6.6 6.9 7
-16 -17.9
-19.3
8.37
0.083
Effect of bentonite treatment
To study the effect of bentonite treatment , equal amount of each sample of NB,
WB and CB (0.5 g) mixed with 50 mL of Co(II) solution (500 and 1000 mg /L) were
applied in the shaker. 162 rpm stirring rate and 298 K temperature were chosen. The
concentration of Co (II) remained in the solution after being centrifuged was analyzed.
Figure10. shows the maximum adsorbed amount of Co (II) ions on natural bentonite
NB , WB and CB. The adsorbed amount of Co (II) on WB was higher than on NB and
on CB. This result may be due to removal of dissolved and excess salts presented in
untreated commercial bentonite (NB) upon washing. Therefore, the fraction of
exchange sites on bentonite surfaces increased and consequently become available
for more adsorption of Co (II) ions from solution. Also in this figure, it was observed
that the adsorption capacity of CB was very lowered compared to NB. It is beleved that
at 700ºC not only dehydration and dehydroxylation occur but also atotal/partial
structural collapse of the montmorillonite eventually occurs. This would explain the
reported low adsorption capacity [40 -42].
010203040506070
NB CB WBAdso
rbed
am
ount
(mg/
g)
500 mg/L
1000 mg/L
Figure.10. The adsorbed amount of Co(II) on NB, calcined bentonite at 700oC (CB)
and washed bentonite (WB) at initial concentration, 500 and 1000 mg/L.
Desorption
In the desorption studies, deionized water was used as desorption agent. The NB
samples loaded with different adsorbed amount of Co (II) ions (initial cobalt
concentration = 500, 1000 and 2000 mg/L) were placed in 50 ml deionized water at
25ºC and the amount of cobalt ions desorbed within 1h measured. Figure11 shows the
422
data of the adsorbed and desorbed amount of Co (II) ions. The data show that there is
about 4, 7 and 8 mg of Co (II) ions desorbed from NB surface loaded by 22.3, 24 and
30 mg Co(II) /g NB.
05
101520253035
500 mg/L 1000 mg/L 2000 mg/L
initial Co(II) concentrations (mg/L)
adso
rbed
and
des
orbe
d am
ount
(mg/
g) adsorbed amount
desorbed amount
Figure.11. Adsorbed and desorbed amount of Co (II) from NB surfaces
Conclusions The following conclusions were drawn from this study.
1. The optimum pH for Co (II) adsorption was 6.0 and the maximum cobalt removal
at this pH was 55%.
2. The kinetic studies indicated that equilibrium for cobalt adsorption on bentonite is
established in less than 1h.
3. The Ho et al.’s pseudo-second-order reaction rate model was found to describe
best the kinetic data.
4. Isotherm analysis of the data showed that the adsorption pattern for cobalt(II) on
bentonite followed the Langmuir isotherm.
5- The adsorption process is endothermic and increases with increasing
temperature.
6- Washing of natural bentonite provides a simple possibility to modify the
adsorption capacity of bentonite.
7- As the adsorbent dose was increased the adsorption % was increased.
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