-
Journal of Environmental Chemical Engineering 2 (2014)
12611274
Contents lists available at ScienceDirect
Journal of Environmental
w . e l
que
im
tud
niver
ting v
meth
VI) by
e annin
r, pseu
RSM
Thermodynamics
Kinetics
Green algae
models. The results showed that the sorption process of Cr(VI)
ions followed pseudo second order and power
function kinetics. The sorption data of Cr(VI) ions are tted to
Langmuir, Freundlich, DubininRadushkevich
Temkin, Sips and Toth isotherms. Sorption of Cr(VI) onto H.
gracilis biomass followed the Langmuir isotherm
model ( R 2 = 0.997) with the maximum sorption capacity of 55.55
mg / g. The calculated thermodynamicparameters such as G , H and S
showed that the sorption of Cr(VI) ions onto H. gracilis biomass
wasfeasible, spontaneous and endothermic. Desorption study shows
that the sorbent could be regenerated using
0.2 M HCl solution, with up to 80% recovery. c 2014 Elsevier
Ltd. All rights reserved.
Introduction
Cr(VI) is one of the pollutants introduced into natural waters
from
a variety of industrial wastewaters. Chromium is a highly toxic
metal,
considered as a precedence pollutant because of its mutagenic
and
carcinogenic properties [ 1 ]. Cr(VI) is both carcinogenic and
muta-
genic [ 2 ], and it may cause damages to the kidney, lungs and
ulcer-
ations to the skin [ 3 ]. According to the World Health
Organization
(WHO) drinking water guidelines, the maximum allowable limit
for
total chromium is 0.05 mg / L [ 4 ]. Sources of chromium
pollution are electroplating, leather tanning, textile dyeing, and
metal nishing
industries. In metal cleaning, plating and metal processing
indus-
tries, chromium concentration can approach 20,00075,000,
15,000
52,000 and 100,000270,000 mg / L, respectively [ 5 ]. Chromium
exists in several oxidation states ( 2 to + 6), the most stable and
common forms are the hexavalent Cr(VI) and trivalent Cr(III). The
chemistry
of Cr(VI) is greatly dependent upon the pH and concentration
of
the solution and it normally exists in the anionic form, as Cr 2
O 7 2
(dichromate), HCrO 4 (hydrogen chromate) or CrO 4 2
(chromate)
forms depending on pH and concentration. At pH value below 1,
the
predominant species is H 2 CrO 4 (chromic acid). In acidic media
around
* Corresponding author.
E-mail address: [email protected] (R. Jayakumar).
2, Cr(VI) exists mostly in the form of dichromate (Cr 2 O 7 2 )
ions. At pH
between 2 and 6, Cr 2 O 7 2 and HCrO 4 ions exist in equilibrium
and
under alkaline conditions (pH > 8) it exists predominantly as
chro-mate anion [ 6 ]. Several international environmental agencies
have
introduced strict policy with regard to metal expulsion,
especially
from industrial activities. According to USEPA, the permissible
limit
for the discharge of Cr(VI) into surface water is 0.5 mg / L,
while total Crincluding Cr(III), Cr(VI) and its other forms is
synchronized to below
2 mg / L [ 7 ]. Many conventional techniques, including chemical
pre-cipitation, membrane separation, ion exchange, reverse osmosis
and
solvent extraction have been employed for the treatment of
metal
bearing industrial efuents [ 8 10 ]. However, the disadvantages
of
these methods such as secondary pollution, high chemical or
energy
requirements, or high cost have recently shifted a large number
of
studies to develop more efcient removal processes for heavy
metal
control.
Sorption is an emerging and innovative technology using
different
biomass to remove pollutants from wastewater, especially those
that
are not easily biodegradable such as heavy metals [ 11 14 ].
Among
the biological materials, algae have been found to be
potentially more
suitable sorbents because of their cheap availability both in
fresh and
saltwater, relatively high surface area and high binding afnity
[ 15 ].
Research in the eld of sorption has mostly anxious itself with
green
algae [ 16 18 ]. Green algae are mainly cellulose, and a high
percentage
of the cell wall containing proteins bonded to polysaccharides
to formj o u r n a l h o m e p a g e : w w
Sorption of hexavalent chromium from a
marine green algae Halimeda gracilis : Opt
kinetic, thermodynamic and desorption s
R. Jayakumar * , M. Rajasimman, C. Karthikeyan Environmental
Engineering Laboratory, Department of Chemical Engineering,
Annamalai U
a r t i c l e i n f o
Article history:
Received 13 November 2013
Accepted 12 May 2014
Keywords:
Adsorption
Chromium(VI)
a b s t r a c t
In this work, effect of opera
studied. Response surface
percentage removal of Cr(
136 rpm and contact timspectroscopy (FTIR) and sc
terms of pseudo rst orde2213-3437/ $ - see front matter c 2014
Elsevier Ltd. All rights reserved.
http://dx.doi.org/10.1016/j.jece.2014.05.007 Chemical
Engineering
s e v i e r . c o m / l o c a t e / j e c e
ous solution using
ization, equilibrium,
ies
sity, Annamalai Nagar 608002, Tamilnadu, India
ariables on Cr(VI) uptake capacity of marine green algae
Halimeda gracilis was
odology (RSM) was applied to optimize the operating variables. A
maximum
H. gracilis occurs when, pH 4.9, sorbent dosage 2.2 g / L,
agitation speed47 min. The sorbent was characterized by using
Fourier transform infrared
g electron microscope (SEM) analysis. Experimental data were
analyzed in
do second order intra particle diffusion, power function and
Elovich kinetic
-
1262 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
g
(
t
s
v
g
T
e
aNomenclature
RSM response surface methodology
FTIR Fourier transform infrared spectroscopy
SEM scanning electron microscope
USEPA United States of Environmental Protection Agency
WHO World Health Organization
CCD central composite design
AAS atomic absorption spectrophotometer
EDS energy dispersive spectrum
X i uncoded value of the i th test variable
X o uncoded value of the i th test variable at center point
G Gibbs free energy change H enthalpy change S entropy change K
equilibrium constant
q e amount of adsorbed chromium per unit mass of
adsorbent (mg / g) q t amount of adsorbed chromium per unit mass
of
adsorbent at time t (mg / g) C o initial concentration of
chromium metal ion (mg / L) C e equilibrium chromium metal ion
concentration
(mg / L) C t concentration of metal ion at time t (mg / L) V
volume of solution treated (L)
M amount of biomass (g m)
q m maximum sorption capacity of the sorbent (mg / g) b Langmuir
sorption constant (L / mg) K f Freundlich constant relating the
sorption capacity
1 / n empirical parameter relating the sorption intensity
activity coefcient related to sorption mean energy
(mol 2 / kJ 2 ) Polanyi potential
R gas constant (8.314 10 3 kJ / mol K) T temperature
(kelvin)
E mean free energy of sorption per molecule of sorbate
B heat of sorption
t time (min)
K T equilibrium binding constant (L / mg) a s , K s , s Sips
parameter b T , n T Toth parameter
K 1 rate constant for the pseudo rst order equation
(min 1 ) K 2 rate constant for the pseudo second order
equation
(g / mg min) K id intra particle diffusion rate constant (mg / g
min
0.5 ) K , v power function constant
initial adsorption rate (mg / g min) desorption constant (g /
mg) K R separation factor (dimensionless)
K a isotherm constant
lycoproteins. These compounds contain several functional
groups
amino, carboxyl, sulphate, hydroxyl) which could play a vital
role in
he sorption process.
In this work, marine macro green algae H. gracilis was used as
a
orbent for removing Cr (VI) from aqueous solution. The inuence
of
arious operating variables on the sorption of Cr(VI) onto
Halimeda
racilis was studied using a central composite design (CCD)
method.
he experimental data are analyzed by thermodynamic, kinetic
and
quilibrium isotherm. FTIR spectroscopy and SEM were used to
char- cterize the sorbent. Materials and methods
Chemicals and equipment
All chemicals used were of analytical reagent grade.
Deionized
double distilled water was used throughout the experimental
studies.
Analytical grade HCl, NaOH and buffer solutions (E. Merk) were
used
to adjust the solution pH. Elico (L1-129) make pH meter was
used
for pH measurements. The metal concentrations in the samples
were
determined using atomic absorption spectrophotometer (AAS)
(Elico
SL-176).
Biomass preparation
The marine green algae H. gracilis were collected from the
Man-
dapam coast, Ramanadhapuram district, Tamilnadu, India. They
were
washed several times using deionized water to remove
extraneous
materials and salts. The washing process was continued till the
wash
water contained no dirt. The washed algae were completely dried
in
sunlight for 10 days. The dried samples were cut into small
pieces
and powdered using domestic mixer. The structure of the
marine
algae was modied by adding 0.1 M HCl. The content was stirred
at
200 rpm for 8.0 h at room temperature. The acid treated algal
biomass
was then centrifuged and washed with the physiological saline
solu-
tion and dried in an oven at 333.15 K. The dried sorbent was
ground
on an agate stone pestle mortar and sieved. In this work, the
pow-
dered raw and acid treated algae of 100 mesh particle size were
used
as sorbents for sorption process.
Preparation of metal ion solution
Metal ion solution was prepared from analytical grade K 2 Cr 2 O
7 supplied by (Merck Ltd.) India. Stock solution of 1000 mg / L of
Cr(VI) was prepared from K 2 Cr 2 O 7 using deionized water. The
working so-
lutions were prepared from the stock solutions by diluting it to
ap-
propriate volumes.
Electroplating wastewater was collected from a small scale
indus-
try located at Chennai, Tamilnadu, India. The wastewater was
charac-
terized according to APHA methods [ 19 ] and it was given in
Table 1 .
Batch adsorption experiment
All the batch experiments were carried out according to the
CCD.
The sorbentsorbate mixtures were taken in a 250 mL conical
ask
and agitated in an incubator shaker (LARK). The samples were
cen-
trifuged in the research centrifuge (REMI) at 10,000 rpm and the
supernatant was used for analysis of metal concentrations by
using
AAS. Experimental analysis was repeated three times and the
results
were statistically analyzed. The amount of adsorbed chromium
per
unit mass of adsorbent ( q e , mg / g) was obtained using the
following expression:
q e = ( C o C e ) V m
(1)
The amount of adsorbed chromium per unit mass of adsorbent at
time
t ( q t , mg / g) was obtained by using following
expression:
q t = ( C o C t ) V m
(2)
where V is the volume of solution treated in liter, C o is the
initial
concentration of chromium metal ion in mg / L, C e is the
equilibrium Chromium metal ion concentration in mg / L, C t (mg /
L) is the concen-
tration of adsorbents at time t , and m is the biomass in
gram.
-
R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1263
C
D
1
1
3
9
3
0
1
0
1
5
2
Table 1
Characteristics of the electroplating wastewater.
Parameters
Color
pH
Total dissolved solids
BOD
COD
Sulphate
Phosphate
Cr(VI)
Copper
Zinc
Iron
Nickel
Experimental design by RSM
RSM is a statistical tool designed to nd the optimal
response
within specic ranges of pre-established factors, through a
second-
order equation. In industrial applications, RSM designs involve
a small
number of factors, because the required number of experimental
runs
increases dramatically with the number of factors [ 20 ]. CCD
was cho-
sen to study the effects of pH, sorbent dosage (g / L),
agitation speed(rpm) and contact time (min) on Cr(VI) sorption. In
order to describe
the effects of these variables on percentage removal of
chromium,
batch experiments were conducted. The coded values of the
process
parameters were determined by the following equation.
X i = ( X i X 0 ) X
(3)
where X i coded value of the i th variable, X i uncoded value of
the i th test
variable and X o uncoded value of the i th test variable at
center point.
The range and levels of individual variables were given in Table
2 . The
experimental design was given in Table 3 . The regression
analysis
was performed to estimate the response function as a second
order
polynomial.
A second-order polynomial equation is:
Y = 0 + k
i= 1 i X i +
k i= 1
ii X 2 i +
k= 1 i = 1 , i < j
k j= 2
ij X i X j (4)
where Y is the predicted response b i , b j , b ij are
coefcients estimated
from regression, they represent the linear, quadratic and cross
prod-
ucts of x 1 , x 2 , x 3 on response.
A statistical program package Design expert 7.1.5 was used for
re-
gression analysis of the data obtained and to estimate the
coefcient
of the regression equation. The equation was validated by the
statis-
tical test called ANOVA analysis. After sorption, the contents
of the
beakers were centrifuged at 10,000 rpm for 3 min. and the
sorbent
was successfully separated from aqueous solution. The
supernatantswere analyzed for residual Cr(VI) concentration using
AAS. All the
experiments were performed in triplicate and average value was
re-
ported.
SEM and EDS analysis
The micrographs were recorded using JEOL scanning electron
microscope model, JSM 5610 L V, with an accelerating voltage of
20 kV, at high vacuum (HV) mode and secondary electron image
(SEI),
an energy dispersive spectrum analyzer (EDS) of oxford
instrument
is attached with the SEM for elemental analysis.
FTIR measurements
FTIR spectra for both fresh and Cr(VI) treated H. gracilis were
ob-
tained by KBr pellets methods operated on FTIR spectrophotometer
haracteristics
ark brown
.80
9,820 mg / L
46 mg / L
12 mg / L
74 mg / L
.31 mg / L
12 mg / L
.56 mg / L
53 mg / L
.21 mg / L
8 mg / L
(Thermo Scientic Nicolet iS 5 FTIR, USA) was used for the IR
spectral
studies (4000400 cm 1 ) of sorbent. For IR spectral studies, 10
mg ofsample was mixed and ground with 100 mg of KBr and made
into
pellet to investigate the functional groups present in the H.
gracilis
and to look into possible Cr(VI) binding sites.
Desorption / reuse procedure
The recycling of sorbent is a most important aspect from the
eco-
nomical point. Hence sorptiondesorption experiments were
carried
out up to ten cycles using 10 mL of 0.2 M HCl. A single cycle
se-
quence consists of sorption followed by desorption. In order to
use
the biomass for the next stage of cycle, the biomass was washed
with
excess of 0.2M HCl solution and distilled water,
sequentially.
Desorption efciency = Amount of metal ions desorbed Amount of
metal ions adsorbed
100 (5)
Results and discussion
Characteristics of sorbent
The physical and chemical properties of the green algae
Helimeda
gracilis were determined by the standard methods. The
elemental
analysis depicted the composition of sorbents as C, 20.3%; N,
5.02%;
S, 1.63%. The apparent density of the sorbent was determined to
be
1.1 g / cm 3 . EDX analysis of sorbent before and after Cr(VI)
sorptionconrmed this observation. The humidity and the zeta
potential were
calculated to be 1.26% and 0.051 V for the sorbent. The cell
wallof green algae contains cellulose, hydroxyproline, glucosides,
xylans
(polysaccharides made from units of xylose) and mannan (polymer
of
sugar mannose). The major functional groups that took part in
adsorp-
tion were OH, C O, C O, C H and COOH. The functional groupSO 2
was additionally involved in adsorption with H. gracilis . The3
FTIR results obtained give an idea about the presence of
functional
groups on the algal cell surfaces and also the mechanism of
adsorp-
tion, which is dependent on functional groups especially
hydroxyl,
carboxyl, and carbonyl groups.
Effect of sorbent size
Before optimization, the effect of sorbent size (36, 60, 100
and
150 mesh) on Cr(VI) sorption by Helimeda gracilis were carried
out.
The sorbent was transferred to 250 mL Erlenmeyer ask
containing
100 mL of Cr(VI) solutions and agitated at 120 rpm for a
desired
contact time. Then the sorbents were separated and the Cr(VI)
con-
centration in the supernatant was analyzed by AAS. From Fig. 1 ,
it
was inferred that the Cr(VI) removal efciency increases as the
mesh
size increases from 36 to 150 mesh. This is because; smaller
particles
provide larger surface area and results in higher removal
efciency.
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1264 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
T
E
T
C
F
c
T
B
s
sable 2
xperimental range and levels of independent process
variables.
Independent variable Coded levels Code 2 1
pH A 3 4
Sorbent dosage
(g / L)
B 1 1.5
Agitation speed
(rpm)
C 40 80
Contact time (min) D 20 30
able 3
CD based experimental design and its response for chromium
removal.
Run order (A) pH
(B) Sorbent dosage
(g / L)
(C) Agitation
(rpm)
1 1 (6) 1 (1.5) 1 (80) 2 1 (4) 1 (2.5) 1 (160)
3 0 (5) 0 (2) 0 (120)
4 0 (5) 2 (1) 0 (120)
5 0 (5) 0 (2) 0 (120)
6 0 (5) 0 (2) 2 (200)
7 1 (6) 1 (1.5) 1 (160) 8 2 (7) 0 (2) 0 (120)
9 0 (5) 0 (2) 0 (120)
10 0 (5) 0 (2) 0 (120)
11 0 (5) 0 (2) 0 (120)
12 0 (5) 0 (2) 0 (120)
13 1 (4) 1 (1.5) 1 (80) 14 1 (4) 1 (2.5) 1 (160)
15 0 (5) 0 (2) 2 (40)
16 1 (6) 1 (1.5) 1 (80) 17 0 (5) 0 (2) 0 (120)
18 1 (4) 1 (2.5) 1 (80)
19 0 (5) 0 (2) 0 (120)
20 1 (4) 1 (2.5) 1 (80)
21 1 (4) 1 (1.5) 1 (80) 22 1 (6) 1 (2.5) 1 (80)
23 1 (6) 1 (2.5) 1 (160)
24 0 (5) 2 (3) 0 (120)
25 1 (4) 1 (1.5) 1 (160) 26 1 (4) 1 (1.5) 1 (160) 27 1 (6) 1
(2.5) 1 (80)
28 1 (6) 1 (1.5) 1 (160) 29 2 (3) 0 (2) 0 (120)
30 0 (5) 0 (2) 0 (120)
31 1 (6) 1 (2.5) 1 (160)
ig. 1. Effect of sorbent size on sorption of Cr(VI) on Helimeda
gracilis . Initial Cr(VI)
onc. = 50 mg / L, sorbent dosage = 1 g / L, contact time = 60
min, and pH = 5.
he maximum removal efciency was attained for a mesh size of
150.
ut for regeneration process, the smaller size particles will not
with
tand the extreme conditions [ 21 ]. Hence 100 mesh particle size
was
elected for further studies. 0 + 1 + 2 5 6 7
2 2.5 3
120 160 200
40 50 60
speed (D) Contact time
(min) Percentage Cr(VI) removal
Experimental Predicted
1 (30) 34.41 27.435
1 (30) 62.11 68.791
0 (40) 79.22 79.220
0 (40) 25.76 32.483 0 (40) 79.22 79.220
0 (40) 77.8 74.578
1 (50) 44.5 48.785
0 (40) 25.75 31.926
0 (40) 79.22 79.220
0 (40) 79.22 79.220
2 (20) 42.56 47.883
0 (40) 79.22 79.220
1 (50) 43.07 47.548
1 (50) 66.43 74.953
0 (40) 63.2 62.380
1 (50) 47.43 43.244
2 (60) 79.22 69.855
1 (30) 64.87 62.133
0 (40) 79.22 79.220
1 (50) 61.9 70.418
1 (30) 49.13 49.911
1 (50) 71.5 72.876
1 (50) 72.5 74.214
0 (40) 80.9 70.135
1 (50) 58.22 56.286
1 (30) 60.6 60.771
1 (30) 41.99 46.419
1 (30) 41.12 35.097
0 (40) 65.36 55.141
0 (40) 79.22 79.220
1 (30) 52.81 49.880
Fitting models
Sorption of Cr(VI) was carried out according to the CCD and
the
results obtained were given in Table 3 . The results of
theoretically pre-
dicted response were given in Table 3 . The mathematical
expression
of relationship to the response with variables is:
Y = 79 . 2200 5 . 80375 A + 9 . 41292 B + 3 . 04958 C + 5 .
49292 D 8 . 92156 A 2 6 . 97781 B 2 2 . 68531 C 2 5 . 08781 D 2
+ 1 . 69063 AB 0 . 799375 AC + 4 . 54312 AD 1 . 05063 BC + 2 .
66188 BD 0 . 530625 C D (6)
where Y is the percentage removal of Cr(VI) and A, B, C and D
are the
coded values of pH, sorbent dosage(g / L), agitation speed (rpm)
and contact time (min) respectively.
The ANOVA results for Cr(VI) sorption onto green alga were
given
in Table 4 . F value of 11.51 implies that the model was
signicant.
The sher F -test with a very low probability value ( P model
> 0.0001) reveals a very high signicance for the regression
model. The good-
ness of t of the model was checked by coefcient of
determination
-
R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1265
Fig. 2. Interactive effect of pH and sorbent dosage on Cr(VI)
removal by Halimeda
gracilis .
( R 2 ). For a good statistical model, R 2 value should be close
to 1.0. The
R 2 was found to be 0.9097, which implies that more than 90.97%
of
experimental data was compatible with the data predicted by
the
model. A low CV value (11.66), indicate that the deviations
between
experimental and predicted values were low. Adeq precision
mea-
sures the signal to noise ratio. A ratio greater than 4 is
desirable. In
this work, the ratio is found to be 10.487, which indicates an
adequate
signal. Values of P less than 0.05 indicates the signicance of
model
terms. In this case, A, B, C, D, A 2 , B 2 , D 2 and AD were
signicant model
terms for the sorption of Cr(VI). This implies that the linear
and square
effects of pH, sorbent dosage and contact time were more
signicant
factors. The linear effect of agitation speed was more signicant
factor
and the interactive effect of pH and contact time was also
signicant.
Effect of variables on Cr(VI) removal
The sorption efciency depends on several parameters, like
pH,
structural properties of both sorbate and sorbent, sorbent
dosage,
contact time, agitation speed, initial concentration of metal
ions, etc.
[ 20 ]. Effect of pH on sorption
The effect of pH on the sorption of chromium onto raw H.
gra-
cilis algae biomass were studied by changing the pH from 3.0 to
7.0.
The result obtained was shown in Fig. 2 . It was observed from
the
plot that the sorption was favored by acidic pH range of 3.05.0
and
maximum adsorption by the algae biomass was observed at pH
4.9.
Further increase in pH decreased the adsorption of chromium by
the
algae. Maximum metal adsorption at pH 4.9 seems to be due to
a
net positive charge on algae surface at low pH. Similar results
were
reported by Srinivasa Popuri et al. [ 22 ] and Izabela Michalak
et al.
[ 23 ]. Chromium, which may exist as HCrO 4, Cr 2 O 7 , etc. in
solution at
optimum sorption pH has a tendency to bind the protonated
active
sites of the sorbent [ 24 ]. But as pH of the solution
increases, algae cell
wall becomes more and more negatively charged due to
functional
groups, which repulse the negatively charged chromate ions
thereby
affecting Cr(VI) sorption on the algae surface.
Effect of sorbent dose
The effect of sorbent dose on the removal of Cr(VI) was shown
in
Fig. 3 . The amount of sorbent signicantly inuenced the extent
of
Cr(VI) sorption, i.e., the sorption of metal ions increases with
increase
in biomass dosage and almost constant at dose higher than 2.2 g
/ L.
Fig. 3. Interactive effect of agitation speed and contact time
on Cr(VI) removal by
Halimeda gracilis .
This trend could be explained as a consequence of partial
aggregation
of biomass at higher biomass concentration, which results in the
de-
crease in effective surface area for the sorption [ 25 ].
Therefore, the
optimum algae biomass dose selected was 2.2 g / L for the rest
of theexperimental studies.
Effect of agitation speed
The effect of agitation speeds on adsorption for Cr(VI) was
studied
in the range of 40200 rpm. The results were presented in Fig. 3
. From
the results, the maximum sorption of Cr(VI) occurred at 136 rpm
for
H. gracilis sorbent. At low agitation speed, the sorbent do not
spread
in the sample but accumulated. This may cover the active sites
of the
lower layer adsorbent and only the upper layer adsorbent active
sites
adsorb the metal ion. Therefore agitation rate should be
sufcient
to assure that all the surface binding sites were readily
available for
metal uptake. But at higher agitation speed, the percentage
removal
decrease. This may be attributed to an increase desorption
tendency
of adsorbate molecules [ 26 ].
Effect of contact time
Fig. 3 shows the interactive effect of agitation speed and
contact
time on the sorption of Cr(VI) on to the green algae. It has
been ob-
served that the Cr(VI) removal efciency was high at the
beginning
stages and then decreases slowly till it reaches the saturation
level(47 min). The initial phase may involve physical adsorption or
ion
exchange at cell surface and the subsequent slower phase may
in-
volve other mechanisms such as complexation,
micro-precipitation
or saturation of binding sites [ 27 ].
The perturbation plot ( Fig. 4 ) shows the comparative effects
of
the variables on the sorption of Cr(VI). A steep curvature in
sorbent
dosage, B curve, shows that the sorption is very sensitive to
sorbent
dosage. The comparatively semi-at C curve show less sensitivity
of
the sorption to alter with respect to a change in agitation
speed. It is
clear from the perturbation plot that the most signicant factor
on
the response is sorbent dosage followed by pH and contact
time.
Second order polynomial models obtained in this study was
uti-
lized to determine the optimum conditions. The optimum
condi-
tions were: initial pH 4.9, sorbent dosage 2.2 g / L, agitation
speed 136 rpm and contact time 47 min.
Effect of temperature and thermodynamic study
It is well known that, temperature inuences the sorption
process
rate. An increase in temperature from 293.15 to 308.15K
increases the
specic uptake to 43.5 mg / g of Cr(VI) by H. gracilis . Further
increasing
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1266 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
T
A
M
5
8
2
2
7
4
1
3
1
1
4
2
1
2
7
5
8
0
S 1.66
p
t
f
i
t
s
f
(
t
G
c
e
w
t
t
F
a
r
lable 4
NOVA for chromium removal using Halimeda gracilis .
Source Sum of squares df
Model 8121.96 14
A 808.40 1
B 2126.47 1
C 223.20 1
D 724.13 1
AB 45.73 1
AC 10.22 1
AD 330.24 1
BC 17.66 1
BD 113.37 1
CD 4.51 1
A 2 2276.06 1
B 2 1392.32 1
C 2 206.20 1
D 2 740.22 1
Residual 806.35 16
Lack of t 806.35 10
Pure error 0.000 6
Cor total 8928.31 30
td. dev. 7.10; R -squared 0.9097; mean 60.89; adj. R -squared
0.8307; C.V. % 1
red R -squared 0.7798; PRESS 4644.56; adeq precision 10.487.
Fig. 4. Perturbution plot on Cr(VI) removal by Halimeda gracilis
.
he temperature from 308.15 to 313.15 K decreases the specic
uptake
rom 43.5 to 42.84 mg / g of Cr(VI). This is probably caused by a
change n the texture of the sorbent and a loss in the sorption
capacity due
o material deterioration [ 28 ].
Thermodynamic parameters were calculated to conrm the ad-
orption nature of the investigation. The thermodynamic
constants,
ree energy change ( G ), enthalpy change ( H ) and entropy
change S ) were calculated to evaluate the thermodynamic
feasibility of he process and to conrm the nature of the adsorption
process. The
ibbs adsorption process, free energy, as well as, the enthalpy
pro-
ess were calculated from experimental results using the
following
quations:
G = RT ln K (7)
G = H T S (8) here R is the universal gas constant (8.314 10 3
kJ / mol K), T is the emperature in Kelvin and K is the equilibrium
constant, calculated as
he surface and solution metal distribution ratio (K = q e / C e
) [ 29 ]. From ig. 5 , the values of H and S were calculated from
the intercept
nd slope of a plot of G versus T according to Eq. (8) by linear
egression analysis. The calculated thermodynamic parameters
were
isted in Table 5 . Positive values of H suggest the endothermic
ean square F -value P -value
80.14 11.51 < 0.0001
08.40 16.04 0.0010
126.47 42.19 < 0.0001
23.20 4.43 0.0515
24.13 14.37 0.0016
5.73 0.91 0.3550
0.22 0.20 0.6585
30.24 6.55 0.0210
7.66 0.35 0.5621
13.37 2.25 0.1531
.51 0.089 0.7688
276.06 45.16 < 0.0001
392.32 27.63 < 0.0001
06.20 4.09 0.0601
40.22 14.69 0.0015
0.40
0.63
.000 Fig. 5. Plot of G versus T for the estimation of
thermodynamic parameters for sorp- tion of Cr(VI) by Halimeda
gracilis .
nature of the sorption and the negative values of G indicate the
spontaneous nature of the sorption process. However, the
negative
value of G decreases with an increase in temperature, indicating
that the spontaneous nature of sorption is inversely proportional
to
the temperature. Similar endothermic nature of the sorption
process
has been reported for other sorbent systems [ 24 , 30 ]. The
increase in
sorption with temperature may be attributed to either increase
in the
number of active surface sites available for sorption on the
adsorbent
or due to the decrease in the boundary layer thickness
surrounding
the sorbent, so that the mass transfer resistance of sorbate in
the
boundary layer decreased [ 31 ]. The positive values of S showed
the increasing the randomness at the solid / solution interface
during the sorption process.
Equilibrium isotherm study
In order to determine the mechanism of Cr(VI) sorption onto
H. gracilis , the batch experimental data was applied to the
lin-
ear isotherms namely, Langmuir, Freundlich,
DubininRadushkevich,
Temkin and three parameter isotherm namely Sips and Toth.
Langmuir isotherm
Langmuir [ 32 ] proposed a theory to describe the sorption of
gas
molecules onto metal surfaces. The linear form of Langmuir
isotherm
-
R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1267
)
and is the Polanyi potential described as Table 5
Thermodynamic parameters for the sorption of Cr(VI) on to
Halimeda gracilis .
Metal ion Temp . (K) G (kJ / mol
Cr(VI) 293.15 2.469
Cr(VI) 298.15 3.309
Cr(VI) 303.15 4.149
Cr(VI) 308.15 5.102
Cr(VI) 313.15 5.07
Fig. 6. Langmuir isotherm plots for the sorption of Cr(VI) onto
H. gracilis at 308.15 K
temperature.
is given by,
1
q e = 1
q m bC e + 1
q m (9)
where q m is the monolayer sorption capacity of the sorbent (mg
/ g),q e is the equilibrium metal ion concentration on the sorbent
(mg / g),C e is the equilibrium metal ion concentration in the
solution (mg / L),and b is the Langmuir sorption constant (L / mg)
related to the freeenergy of sorption. Fig. 6 shows the Langmuir
plots of Cr(VI) sorption
isotherms for H. gracilis at different initial metal
concentration. The
constants q m and b are tabulated in Table 6 . Table 7
represents thecomparison of sorption capacity ( q m ; mg / g) of H.
gracilis biomass for Cr(VI) with various sorbents. Based on this
table, it can be concluded
that the H. gracilis has very good potential for the removal of
Cr(VI)
from aqueous solution. Afnity between sorbent and sorbate
was
represented by the constant b . In general good sorbents have a
high
q max and a high R 2 (0.997). H. gracilis have high saturation (
q max ) for
different initial metal concentration of Cr(VI).
Freundlich isotherm
The Freundlich [ 36 ] isotherm is an empirical equation used to
de-
scribe heterogeneous systems. The linear form of Freundlich
isotherm
is represented by the equation:
log q e = log K f + 1 n
log C e (10)
where K f is a constant relating the sorption capacity and 1 / n
is an em- pirical parameter relating the sorption intensity, which
varies with
the heterogeneity of the material. From the graphs, K f value
was found
to be 19.67 and 1 / n value was found as 0.206. Usually, 1 / n
values be- tween 0 and 1 indicate good sorption. In this work, a
value of 0.206
indicates that the sorption of Cr(VI) onto the H. gracilis was
favorable.
Fig. 7 shows the Freundlich plots of Cr(VI) sorption isotherms
for H.
gracilis at different initial metal concentration and the
constants K f and 1 / n were tabulated in Table 6 . The values of K
f and 1 / n were calculated from the intercept and slope of the
plot between log q e versus log C e . K f , for all cases, the
Langmuir equation ts the experi-
mental data better than the Freundlich equation. This isotherm
does
not predict any saturation of the adsorbent by the sorbate.
Instead, S (kJ / mol k) H (kJ / mol)
0.139 38.38
0.139 38.38
0.139 38.38
0.139 38.38
0.139 38.38
Fig. 7. Freundlich isotherm plots for the sorption of Cr(VI)
onto Halimeda gracilis at
308.15 K temperature.
innite surface coverage is predicted, indicating multilayer
sorption
on the surface.
Dubinin Radushkevich isotherm The linear form of the D R
isotherm equation [ 37 ] is:
ln q e = ln q m 2 (11)where q e is the amount of metal ions
adsorbed on per unit weight
of biomass (mg / g), q m is the maximum sorption capacity (mg /
g), is the activity coefcient related to sorption mean energy (mol
2 / kJ 2 ) = RT ln (1 + 1
C e
)(12)
where R is the gas constant 8.314 10 3 kJ / mol K , T is the
temper- ature in Kelvin and C e is the equilibrium concentration of
the Cr(VI)
in solution (mg / L). The mean free energy of sorption per
molecule of sorbate required to transfer 1 mol of ion from the
innity in the solu-
tion to the surface of biomass and can be determined by the
following
Eq. (13) :
E = 1 2 (13)
The DubininRadushkevich constants and q m were calculated in
from the slope and the intercept of the plot of ln q e versus 2
as shown in Fig. 8 and the results are given in Table 6 . The
energy
value obtained ( Table 6 ) have E < 8 kJ / mol, which
indicate that all metal cation adsorptions were physical processes,
since a chemical
adsorption process has an E > 8 kJ / mol [ 38 , 39 ]. The
sorption capacity was lower than the Langmuir model, which may be
attributed to
different assumptions taken into consideration. From R 2 values,
it
was concluded that the sorption of Cr(VI) onto H. gracilis
followed the
Langmuir model.
Temkin isotherm
The Temkin isotherm [ 40 ] has been used in the following
form:
q e = RT b
ln K T + RT b
ln C e (14)
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1268 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
T
L sorpt
P
q max 55.55 mg / g
B 0.162
R 2 0.997
T
C
F
g
q
w
i
i
b
eable 6
angmuir, Freundlich, DubininRadushkevich, Temkin, Sips and Toth
constants for the
Sl. no. Isotherm model
1. Langmuir 2. Freundlich K
1
R
3. Dubinin Redushkevich q
E
R
4. Temkin B
K
R
5. Sips a
K
R
6. Toth q
n
b
R
able 7
omparison of adsorption capacity of different sorbents for
Cr(VI) removal.
Metal ion Biosorbent S
Cr(III) Spirulina (sp.) 3
Spirogyra spp. 3
Cr(VI) Sphaeroplea 2
Oedogonium hatei 3
Padina boergesenli 4
Ulva lactuca 1
Chlorella valgaris 0
Scenedesmus obliquus 1
Sargassum sp. 1
Padina (brown algae) 5
Sargassum (brown algae) 3
Sargassum sp. 6
Sargassum sp. 6
Sargassum siliquosum 6
Cysteria indica 2
Turbaneria ornate 6
Halimeda gracilis 5
ig. 8. DubininRadushkevich isotherm plots for the sorption of
Cr(VI) onto Halimeda
racilis at 308.15 K temperature.
e = B ln K T + B ln C e (15) here constant B = RT / b , which is
related to the heat of sorption, R
s the universal gas constant (kJ / mol K ), T is the temperature
( K ), b s the variation of sorption energy (J / mol) and K T is
the equilibrium inding constant (L / mg) corresponding to the
maximum binding en- rgy. From the plot, q e versus ln C e ( Fig. 9
) the isotherm were found ion of Cr(VI) on to Halimeda gracilis
.
arameters Cr(VI) sorption at temperature 308.15 K f 19.67
/ n 0.206
2 0.927
max 49.25
4.259
0.342
2 0.975
7.881
T 6.22
2 0.937
s 0.2335
s 13.09
s 0.8616
2 0.578
max 55.69
T 1.145
T 0.228
2 0.577
orption capacity Reference
4.6 (mg / g) [ 22 ]
0.21 (mg / g) [ 33 ]
9.8 (mg / g) [ 21 ]
1 (mg / g) [ 26 ]
9 (mg / g) [ 34 ]
0.61 (mg / g) [ 35 ]
.5341.52 (mmol / g) [ 53 ]
.131 (mmol / g) [ 53 ]
.301.3257 (mmol / g) [ 53 ]
4.6 (mg / g) [ 54 ]
1.79 (mg / g) [ 54 ]
8.94 (mg / g) [ 55 ]
5 (mg / g) [ 56 ]
6.4 (mg / g) [ 57 ]
0.927.9 (mmol / g) [ 58 ]
5% [ 59 ]
5.55 Present study
Fig. 9. Temkin isotherm plots for the sorption of Cr(VI) onto
Halimeda gracilis at
308.15 K temperature.
and given in Table 6 . The correlation factors show that the
Langmuir
model approximation to the experimental results was better than
the
Temkin model. Consequently, among the four isotherm models
used,
the Langmuir model offers the best correlation factors.
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R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1269
equilibrium parameter K R ( Table 8 ), which is dened by the
following
relationship:
K R = 1 1 + K a C 0
(18)
where K R is a dimensionless separation factor, C o is initial
metal con-
centration (mg / L) and K a is isotherm constant (L / mg). From
the K R values in Table 9 , it was found that, all isotherms were
favorable.
High value of K R , shows that the Langmuir isotherm ts better
than
all other isotherm. Fig. 10. Sips isotherm plots for the
sorption of Cr(VI) onto Halimeda gracilis at 308.15 K
temperature.
Sips isotherm
To circumvent the problem of continuing increase in the
adsorbed
amount with a rising concentration as observed for Freundlich
model;
an expression was proposed by Sips in 1948 which has a similar
form
to the Freundlich isotherm, differs only on the nite limit of
adsorbed
amount at sufciently high concentration.
q e = K s C e s
1 + a s C e s (16)
The parameter s is regarded as the parameter characterizing
thesystem s heterogeneity. Moreover, the heterogeneity could
system
from the sorbent or the heavy metal, or a combination of both.
As
a rule, all of the Sips parameters a s , K s and s were governed
byoperating conditions such as pH, temperature, etc. The model
shown
in Fig. 10 and the results are given in Table 6 . In the
adsorption of Cr(VI)
on H. gracilis , the parameter s stays close to unity [ 41 ].
Howeverthe correlation coefcient was very low, the Langmuir
isotherm is
considered more appropriate. Toth isotherm
Another empirical equation that is popularly used and satises
the
two end limits is the Toth equation. This isotherm was derived
from
the potential theory. Toth equation has been proved as a
valuable
tool in describing sorption for heterogeneous systems. It
assumes an
asymmetrical quasi-Gaussian energy distribution with its
left-hand
side form widened, i.e., most sites have sorption energy less
than the
mean value [ 42 ].
q e = q max b T C e ( 1 + ( b T C e ) n T ) 1 /n T
(17)
Toth equation posses the correct Henry law type limit besides a
pa-
rameter to describe the heterogeneities of the system. The
model
shown in Fig. 11 and the results are given in Table 6 .
However, this equation is still unable to predict the isotherm
in
a particular heterogeneous system as illustrated in the sorption
of
Cr(VI) into Helimeda gracilis.
Separation factor to nd the feasibility and type of isotherm
The effect of isotherm shape can be used to predict whether
an
adsorption system is favorable or unfavorable [ 43 ]. According
to
Hall et al. [ 44 ], the essential features of the Langmuir
isotherm can be
expressed in terms of a dimensionless constant separation factor
or Fig. 11. Toth isotherm plots for the sorption of Cr(VI) onto
Halimeda gracilis at 308.15 K
temperature.
Fig. 12. Pseudo rst order plots for the sorption of Cr(VI) onto
Halimeda gracilis . Sorption kinetics
Equilibrium analysis is fundamental in order to evaluate the
afn-
ity or capacity of a sorbent. However, it is important to assess
how
sorption rates vary with aqueous free metal concentrations, and
how
rates are affected by sorption capacity or by the sorbent
character
in terms of kinetics. Three kinetic models, pseudo rst order,
pseudo
second order and intra particle diffusion, power function and
Elovich
model were applied in order to interpret the experimental
results.
Pseudo rst order model
Lagergren [ 45 ] suggested a pseudo rst order equation for
the
sorption of a liquid / solid system based on the solid capacity.
The linear form of the pseudo rst-order rate equation is given as
follows:
log ( q e q t ) = log q e K 1 2 . 303
t (19)
where q t and q e (mg / g) were the amounts of the Cr(VI) ions
sorbed at equilibrium (mg / g) and t (min), respectively and K 1 is
the rate constant of the equation (min 1 ). The sorption rate
constants ( K 1 ) is determined and shown in Fig. 12 and the values
were reported in
Table 10 .
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1270 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
T
S
T
U
L
F
Ir
T
S
T
K
P
o
w
t
a
s
s
e
o
able 8
eperation factor ( K R ) values.
Values of K R
K R > 1
K R = 1 0 < K R < 1
K R = 0
able 9
eparation factor and their condition to nd the feasibility and
type of isotherm.
Type of isotherm KR
Langmuir 0.058
Freundlich 0.00050
Dubinin Redushkevich 0.0023
Temkin 0.0016
Sips 0.0007
Toth 0.0086
able 10
inetic parameters obtained from various kinetic models for
Cr(VI) on to Halimeda gracilis.
Sl. no. Kinetic model P
1. Pseudo rst order K
R
2. Pseudo second order K
R
3. Intra particle diffusion K
R
4. Power function K
V
R
5. Elovich
R
Fig. 13. Pseudo second order plots for the sorption of Cr(VI)
onto Halimeda gracilis .
seudo second order model
The pseudo second order model predicts the sorption behavior
ver the whole time adsorption [ 46 ].
t
q t = 1
K 2 q 2 e + 1
q e t (20)
here K 2 (g / mg min) is the rate constant of the second-order
equa- ion, q t (mg / g) is the amount of sorption time t (min) and
q e is the mount of sorption equilibrium (mg / g). In Fig. 13 ,
sorption rate con- tants ( K 2 ) can be determined experimentally
by plotting of t / q t ver- us t . The rate constants and R 2
values were given in Table 10 . How-
ver, the correlation coefcients, R 2 , showed that the pseudo
second
rder model ts better with the experimental data than the
pseudo-
rst order model [ 39 ]. ype of isotherm
nfavorable
inear
avorable
reversible
Condition
Favorable
Favorable
Favorable
Favorable
Favorable
Favorable
arameters Cr(VI) sorption at temperature 308.15 K
1 (min 1 ) 0.073
2 0.972
2 ((g / mg)min) 0.00081
2 0.999
id ((mg / g)min 0.5 ) 6.579
2 0.978
7.175
0.4782
2 0.999
8.8657
0.0833
2 0.978 Intra particle diffusion model
Weber s intra particle diffusion model [ 47 ] is dened by the
fol-
lowing equation:
q t = K id t 0 . 5 + C (21) where K id is the intraparticle
diffusion rate constant (mg / (g min
0.5 )) and C is the intercept. It was observed that all the
plots have an initial
curved portion, followed by a linear portion and a plateau
region. The
initial curve of the plot was due to the diffusion of metal ion
through
the solution to the external surface of H. gracilis . The linear
portion of
curves describes the gradual sorption stage, where intraparticle
dif-
fusion of metal ion on H. gracilis takes place and nal plateau
region
indicates equilibrium uptake. Based on the results it may be
con-
cluded that intraparticle diffusion is not only the rate
determining
factor. The rate constants of intra particle diffusion were
calculated
from Fig. 14 . The values for all the kinetic models were
calculated
and summarized in Table 10 . Pseudo second order model has
higher
correlation coefcient values indicating that the sorption of
Cr(VI) on
the sorbent follows pseudo second order kinetic model. Higher
values
of R 2 show a better tness of the sorption data [ 37 , 38 ].
Power function model
The power function can be expressed as
q = K t v (22) where q is amount of sorbate per unit mass of
sorbent at time t , K and
v are constants and v is positive and < 1. Eq. (22) is
empirical, except for the case where v = 0.5, when it is similar to
the parabolic diffusion equation. Eq. (22) and various modied forms
have been used by a
number of researchers to describe the kinetics of reactions on
natural
materials [ 48 ]. The constants of power function were
calculated from
Fig. 15 . The values for all the kinetic models were calculated
and
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R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1271
Fig. 14. Intra particle diffusion model plots for the sorption
of Cr(VI) onto Halimeda
gracilis .
Fig. 15. Power function model plots for the sorption of Cr(VI)
onto Halimeda gracilis . summarized in Table 10 . The model has
higher correlation coefcient
values indicating that the sorption of Cr(VI) on the sorbent
follows
the power function kinetic model.
Elovich model
The Elovich equation (23) [ 49 ] incorporates as the initial
adsorp- tion rate (mg / g min) and (g / mg) as the desorption
constant. This relates the extent of the surface coverage and
activation energy for
chemisorptions.
dq
dt = e q t (23)
Eq. (23) can be simplied to Eq. (24) by considering t and by
applying the boundary conditions q t = 0 at t = 0 and q t = q t at
t = t
q t = 1
ln ( ) + 1
ln ( t ) (24)
where q t is the amount of gas chemisorbed at time t . From the
results
( Table 10 ) it was found that the Cr(VI) adsorption on green
algae ts
the Elovich model [ 39 ]. A plot of q t versus ln( t ) ( Fig. 16
) should give
a linear relationship with a slope of (1 /) and an intercept of
(1 /) ln( ).
Desorption and regeneration studies
In sorption process, to decrease the processing cost and to open
the
possibility of recovering the metal extracted from the liquid
phase,
it is desirable to regenerate the sorbent material. In order to
investi-
gate desorption of metal ion from metal loaded H. gracilis , the
metal
loaded sorbent was treated with HCl [ 50 52 ]. Desorption
studies were
performed with different HCl concentrations and the results
were
shown in Fig. 17 . From the results of this study, with the
increasing
of hydrochloric acid concentration, the desorption rate also
increased Fig. 16. Elovich model plots for the sorption of Cr(VI)
onto Halimeda gracilis . Fig. 17. Desorption efciency with
different concentration of HCl (biomass concentra-
tion: 2.2 g / L; contact time: 45 min; temperature: 308.15
K).
initially, and then become almost stable. The maximum
percentage
recovery of Cr(VI) was 98.02% with 0.2 M HCl solution.
The regenerated sorbent was reused for up to ten sorption
desorption cycles and the results were illustrated in Fig. 18 .
A maxi-
mum efciency of 95.02% recovery of Cr(VI) were obtained with
0.2
M HCl in the rst cycle and is therefore suitable for
regeneration of
sorbent. There was a gradual decrease in Cr(VI) sorption with an
in-
crease in the number of cycles. After a sequence of ten cycles,
the
Cr(VI) uptake capacity of the sorbent was reduced from 92.01%
to
73.61%. The lost in the sorption capacity of the biomass for
metal
ions was found to be 8%. This might be due to the ignorable
amount
of biomass lost during the sorptiondesorption process. These
results
indicate that the H. gracilis could be used repeatedly in Cr(VI)
sorption
studies without any detectable loss in the total sorption
capacity.
SEM with EDS
SEM images were used for the surface analysis of H. gracilis
as
shown in Fig. 19 . These gures demonstrate the brous
supercial
structure of the algal biomass surface where the metal cations
could
be adsorbed. The EDS images for the seaweed before and after
adsorp-
tion were presented in Fig. 20 and show the metal cations
adsorbed
on the algae surface.
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1272 R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274
F
2
F
a
F
w
d
r
t
c
gig. 18. Biosorptiondesorption efciency with cycle number
(biomass concentration:
.2 g / L; contact time: 45 min; temperature: 308.15 K).
ig. 19. SEM images for Cr(VI) on Halimeda gracilis : (A) before
adsorption and (B) after
dsorption.
TIR Study
The infrared (IR) spectrum obtained from FTIR of the H.
gracilis
as shown in Fig. 21 . It displays a number of absorption peaks,
in-
icating the complex nature of the examined biomass. The
results
evealed sorbent heterogeneity, evidenced by different
characteris-
ic peaks. The infrared absorption wavelengths of each peak and
the
orresponding functional groups were presented in Table 11 for
H.
racilis . As seen in Table 11 , the major functional groups that
took Fig. 20. EDS images for Cr(VI) on Halimeda gracilis : (A)
before adsorption and (B) after
adsorption. Fig. 21. FTIR Images for Cr(VI) on Halimeda gracilis
: (A) before adsorption and (B) after
adsorption.
part in adsorption were OH, C O, C O, C H and COOH [ 60 , 61 ].
The functional group SO 3
2 was additionally involved in adsorption with H. gracilis.
Sorption of Cr(VI) from electroplating wastewater
The results obtained from the sorption of electroplating
industry
using raw and acid treated H. gracilis was shown in Fig. 22 .
From the
gure it was inferred that a maximum of 85.21% and 83.69% Cr
re-
moval was achieved by the acid treated and raw algae,
respectively
for electroplating wastewater. From the gure it was also found
that,
the Cr removal was found to be higher for aqueous solution, than
the
electroplating wastewater. The decrease in Cr removal in
electroplat-
ing wastewater may be due to the presence of other metal ions
like Cu,
Zn, Fe and Ni in wastewater as indicated in Table 1 , which
occupies
the sorption sites. In the aqueous sample of potassium
dichromate
only Cr(VI) metal ions were present, so the binding sites on
adsorbent
surface were occupied by the single metal ions, where as in a
com-
plex industrial wastewater where more than one metal ion
species
are present. Hence Cr removal is higher in aqueous solution [ 62
, 63 ].
Conclusion
In this study, the feasibility of sorption of chromium(VI) onto
a
green algae, H. gracilis , which is abundant and cheaply
available, was
studied. RSM is utilized to optimize the operating conditions
and
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R. Jayakumar et al. / Journal of Environmental Chemical
Engineering 2 (2014) 12611274 1273
of Cr
Table 11
FTIR spectral characteristics of Halimeda gracilis before and
after sorption of Cr(VI).
Wavelength range
(cm 1 ) Halimeda gracilis
Before loading of Cr(VI) After loading
3500 3000 3423.88 3421.57 2900 2800 2961.91 2922.94
2852.33 2855.07
2500 2300 2545.53 2522.98 2493.48 2323.64
17401680 1786.82 1786.76
1500 1400 1490.00 1489.59 1280 1240 1261.87 1260.77 1150 950
1030.66 1022.45 650 480 713.04 713.08
Fig. 22. Removal percentage of Cr (VI) from Aqueous and
Electroplating wastewater
using raw and acid treated algae. maximize the chromium(VI)
removal. Analysis of variance showed a
high coefcient of determination value ( R 2 = 0.9097), thus
ensuring a satisfactory adjustment of the second order regression
model with
the experimental data. The initial pH signicantly inuenced
metal
uptake. Sorption kinetics follows a pseudo-second-order and
power
function model. Experimental data were analyzed using
Langmuir,
Freundlich, DubininRadushkevich, Temkin, Sips and Toth
isotherm
models and it was found that the Langmuir model presented a
better
t. SEMEDS conrmed the presence of Cr(VI) ions on the biomass
surface. Temperature affects the sorption process and the
thermody-
namic parameters show the spontaneous character of the
sorption
reaction. The ndings of the present study indicates that H.
gracilis
can be successfully used for separation of Cr(VI) from aqueous
and
industrial waste water solutions.
Conict of interest
None.
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Sorption of hexavalent chromium from aqueous solution using
marine green algae Halimeda gracilis: Optimization, equilibrium,
kinetic, thermodynamic and desorption studiesIntroductionMaterials
and methodsChemicals and equipmentBiomass preparationPreparation of
metal ion solutionBatch adsorption experimentExperimental design by
RSMSEM and EDS analysisFTIR measurementsDesorptionreuse
procedure
Results and discussionCharacteristics of sorbentEffect of
sorbent sizeFitting modelsEffect of variables on Cr(VI)
removalEffect of temperature and thermodynamic studyEquilibrium
isotherm studySorption kineticsDesorption and regeneration
studiesSEM with EDSFTIR StudySorption of Cr(VI) from electroplating
wastewater
ConclusionConflict of interestReferences