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Environmental-Friendly Modifications of Zeolite to Increase Its Sorption and Anion Exchange Properties, Physicochemical Studies of the Modified Materials

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  • Polish Academy of Science, Poland

Abstract and Figures

Zeolites, naturally possessing a high negative surface charge and large specific surface, are used in agriculture as cationic fertilizers, water holders, heavy metals, and organic pollutants sorbents. Since some nutrients occur in anionic forms, there is a need to modify the zeolite surface to hold anions. In this study, hydrogen (hydrochloric acid), iron (Fe2+ and Fe3+), and aluminum cations as well as the influence of sodium hydroxide modifiers on the specific surface area, water vapor, adsorption energy, fractal dimension, mesopore volumes and radii, electrokinetic (zeta) potential, and isoelectric point were investigated. The use of alkali solution did not affect the zeolite properties significantly, whereas hydrogen, iron, and treatments with aluminum cations resulted in an increase in the specific surface area, mesopore volumes, and radii, and a decrease in the water-binding forces. Aluminum cations were the most effective in recharging the zeolite surface from negative to positive, shifting the isoelectric point toward the highest values. Calcination enlarged the negative surface charge and mesopore radius, and diminished the surface area and mesopore volume. The modified zeolites are promising carriers of anionic nutrients, large surface area sorbents, and suppliers of water for plant roots in soil.
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Article
Environmental-Friendly Modifications of Zeolite to
Increase Its Sorption and Anion Exchange Properties,
Physicochemical Studies of the Modified Materials
Jolanta Cie´sla 1, Wojciech Franus 2,* , Małgorzata Franus 2, Karolina Kedziora 1,
Justyna Gluszczyk 1, Justyna Szerement 1and Grzegorz Jozefaciuk 1
1Institute of Agrophysics, Polish Academy of Sciences, Doswiadczalna 4, 20-290 Lublin, Poland;
j.ciesla@ipan.lublin.pl (J.C.); karolinaa.kedzioraa@gmail.com (K.K.); justynagluszczyk@wp.pl (J.G.);
j.szerement@ipan.lublin.pl (J.S.); jozefaci@ipan.lublin.pl (G.J.)
2Lublin University of Technology, Faculty of Civil Engineering, Department of Geotechnical Engineering,
Nadbystrzycka 40, 20-618 Lublin, Poland; m.franus@pollub.pl
*Correspondence: w.franus@pollub.pl
Received: 4 September 2019; Accepted: 28 September 2019; Published: 30 September 2019


Abstract:
Zeolites, naturally possessing a high negative surface charge and large specific surface,
are used in agriculture as cationic fertilizers, water holders, heavy metals, and organic pollutants
sorbents. Since some nutrients occur in anionic forms, there is a need to modify the zeolite surface to
hold anions. In this study, hydrogen (hydrochloric acid), iron (Fe
2+
and Fe
3+
), and aluminum cations
as well as the influence of sodium hydroxide modifiers on the specific surface area, water vapor,
adsorption energy, fractal dimension, mesopore volumes and radii, electrokinetic (zeta) potential,
and isoelectric point were investigated. The use of alkali solution did not aect the zeolite properties
significantly, whereas hydrogen, iron, and treatments with aluminum cations resulted in an increase
in the specific surface area, mesopore volumes, and radii, and a decrease in the water-binding forces.
Aluminum cations were the most eective in recharging the zeolite surface from negative to positive,
shifting the isoelectric point toward the highest values. Calcination enlarged the negative surface
charge and mesopore radius, and diminished the surface area and mesopore volume. The modified
zeolites are promising carriers of anionic nutrients, large surface area sorbents, and suppliers of water
for plant roots in soil.
Keywords:
clinoptilolite; soil; water vapor adsorption; specific surface area; porosity; isoelectric point
1. Introduction
Alongside their widespread applications in the chemical industry, microelectronics, optics,
medicine livestock nutrition, and many other areas [
1
,
2
], zeolites have been widely used for
environmental protection purposes: the decontamination of tap and wastewater [
3
], heavy metals
and organic contaminants sorbents [
4
,
5
], slow release fertilizers [
6
], carriers of herbicides, fungicides,
and pesticides [
7
], and/or soil conditioners, improving carbon sequestration [
8
,
9
], soil structure,
and water storage [
10
,
11
]. Natural zeolites have a negatively charged surface, so they have been
commonly applied to manage cationic nutrients concentrations in soil, preventing to some extent
their slow and gradual leaching from the soil profile [
12
]. Nitrogen, a nutrient critical to plant
growth, in well-aerated agricultural soils occurs mainly in the anionic form of nitrate (ammonium or
amide nitrogen forms are easily oxidized), which is repelled by negatively charged soil colloids
and is easily transported out of the rhizosphere [
13
]. To adsorb nitrate, zeolites are applied also;
however, their surface is chemically modified with various positively charged species to enable
Materials 2019,12, 3213; doi:10.3390/ma12193213 www.mdpi.com/journal/materials
Materials 2019,12, 3213 2 of 13
anion adsorption [
14
,
15
]. Strong- or weak-base organic anion exchangers are commonly used for
this purpose [
16
]; however, synthetic resins are often not suitable due to their potential hazard as
another contaminant source, and those synthesized from natural products [
17
,
18
] are generally not
stable under soil conditions. For more environmental-friendly applications, zeolites are modified
with metal cations or metal oxides in simple, eective, and relatively inexpensive procedures [
19
,
20
].
The charge properties of modified zeolites depend both on the kind of the modifier and conditions of
preparation [
21
]. Calcination at rather high temperatures is frequently applied [
22
,
23
]. Modified zeolites
exhibit a high ability to adsorb soil organic matter [
24
] that may be important for carbon sequestration.
Another advantage of zeolites is their ability to store large amounts of water, which is particularly
important during events of water deficit that reduce crop production [
25
,
26
]. The use of zeolite in
drought periods has a significant eect on yield and the physicomorphological characteristics of
plants [
27
29
]. In this paper, dierent modifications of a zeolite (including washing and calcination)
with iron, aluminum, and hydrogen ions, compounds of which are present in huge amounts in all
natural soils, were investigated. Since most of the research relates to the surface area and microporosity,
here the fractal dimension, adsorption energy, and mesopore parameters were studied additionally.
Reports on the latter properties are hardly available in the literature; despite that, they may have
an important eect on water storage and its availability for plants. The second aim was to estimate
the electrokinetic (zeta) potential of modified zeolites in a wide range of pH. We could not find in
the literature such a systematic approach to modified zeolites characteristics. In the present paper,
we tried to fill both the above knowledge gaps by studying the eect of various modifications on the
physicochemical properties of a clinoptilolite.
2. Materials and Methods
2.1. Preparation of Zeolite Samples
Smaller than 0.5-mm diameter fraction separated by sieving from ground Transcarpathian
clinoptilolitic tulocalized in Sokyrnytsya, Ukraine [
30
] was modified according to a procedure
described by Swiderska-Dabrowska et al. [
22
] with some modifications. First, the original zeolite (Z)
was pre-treated with 5 bedvolumes of water (ZW) or 5% HCl (ZH) in a reciprocal shaker for 11 h.
The treatment media were renewed three times during the first 6 hours (every 2h), and the solid phase
was separated by filtration and dried at 105
C. Parts of the obtained materials were washed thrice
with 10 bedvolumes of distilled water (ZWW and ZHW), filtered and 105
C dried. Next, both ZW
and ZH were shaken for 4 h with 5 bedvolumes of 0.1 M solutions of FeSO
4
, FeCl
3
or AlCl
3
, filtered,
adjusted finally to pH 9.0 with 0.1 M NaOH, filtered again, and 105
C dried (the respective procedures
are abbreviated as Fe2, Fe3, and Al). Parts of the above materials prior to drying were washed thrice
with 10 bedvolumes of water (abbreviation with additional letter W at the end). The treatment with
NaOH (adjustment to pH =9 with and/or without the final washing) was performed also for not
metal cations—modified materials—ZW and ZH (the respective samples are abbreviated with letters
B—or BW, if finally washed). Samples of all modified zeolites were additionally calcined at the
temperature T =450
C (calcination is abbreviated with the letter T). The calcination temperature was
chosen according to Swiderska-D ˛abrowska [
22
,
23
], who obtained the best Fe-modified zeolite at 450
C
(point of zero charge at pH 7 and high values of zeta potential over a wide pH range), whereas 350
C
calcination resulted in lowest values of zeta potential. The scheme of the modification procedure is
presented in Figure 1.
Materials 2019,12, 3213 3 of 13
Materials 2019, 12, x FOR PEER REVIEW 3 of 13
Figure 1. Scheme of the sample preparation. The treatments are written in italic. Abbreviation of the
samples obtained after each treatment are closed within rectangles.
2.2. Measurements and Analysis of Water Vapor Adsorption Isotherms
Adsorption/desorption isotherms were estimated in triplicate for microsamples (~20 mg) of the
studied materials using a DVS Intrinsic apparatus provided by Surface Measurement Systems Ltd,
London, UK at 20 °C at the relative water vapor (p/p0) range of 0.06–0.97. The dry mass of the samples
was estimated after overnight drying under the nitrogen atmosphere.
The adsorption data were used to calculate the specific surface area S (m2 g−1) using the linear
form of the Aranovich [31] equation:
x
a(1–pp0)12= 1(am C)+ xam, (1)
where x is p/p0, a (kg kg−1) is the amount of adsorbed water at a given x, am (kg kg−1) is a monolayer
capacity, and C is a constant.
The surface area was calculated as:
S = amωLM, (2)
where am was estimated from the slope of Equation (1), ω is the area of a single water molecule (10.8
× 10−19 m2), L is the Avogadro number, and M is the molecular mass of water.
To find adsorption energy, it was assumed that the real adsorbing surface is a combination of
energetically homogeneous patches of number i [32,33] having distinct energies Ei = (Ea,iEc), where
Ea,i is the adsorption energy of i‐th patch. Then, the total water vapor adsorption at a given pressure,
a(p), was expressed as a sum of local adsorptions ai on different patches:
ORIGINAL ZEOLITE (Z)
H2OHCl
OH
-
Fe
2+
Fe
3+
Al
3+
ZW
ZWW
ZWB
ZWFe2
ZWFe3
ZH
ZWAl
OH
-
Fe
2+
Fe
3+
Al
3+
ZHW
ZHB
ZHFe2
ZHFe3
ZHAl
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
ZWBW
ZWFe2W
ZWFe3W
ZWAlW
ZHBW
ZHFe2W
ZHFe3W
ZHAlW
CALCINATION AT T=450
o
C
ZWT
ZWWT
ZWBT
ZWFe2T
ZWFe3T
ZHT
ZWAlT
ZHWT
ZHBT
ZHFe2T
ZHFe3T
ZHAlT
ZWBWT
ZWFe2WT
ZWFe3WT
ZWAlWT
ZHBWT
ZHFe2WT
ZHFe3WT
ZHAlWT
Figure 1.
Scheme of the sample preparation. The treatments are written in italic. Abbreviation of the
samples obtained after each treatment are closed within rectangles.
2.2. Measurements and Analysis of Water Vapor Adsorption Isotherms
Adsorption/desorption isotherms were estimated in triplicate for microsamples (~20 mg) of the
studied materials using a DVS Intrinsic apparatus provided by Surface Measurement Systems Ltd,
London, UK at 20
C at the relative water vapor (p/p
0
) range of 0.06–0.97. The dry mass of the samples
was estimated after overnight drying under the nitrogen atmosphere.
The adsorption data were used to calculate the specific surface area S (m
2
g
1
) using the linear
form of the Aranovich [31] equation:
x/a(1 p/p0)1/2=1/(amC)+x/am, (1)
where xis p/p
0
,a(kg kg
1
) is the amount of adsorbed water at a given x,a
m
(kg kg
1
) is a monolayer
capacity, and Cis a constant.
The surface area was calculated as:
S=amωL/M, (2)
where a
m
was estimated from the slope of Equation (1),
ω
is the area of a single water molecule
(10.8 ×1019 m2), Lis the Avogadro number, and Mis the molecular mass of water.
To find adsorption energy, it was assumed that the real adsorbing surface is a combination of
energetically homogeneous patches of number i[
32
,
33
] having distinct energies E
i
=(E
a,i
-E
c
), where E
a,i
Materials 2019,12, 3213 4 of 13
is the adsorption energy of i-th patch. Then, the total water vapor adsorption at a given pressure, a(p),
was expressed as a sum of local adsorptions aion dierent patches:
a(p) =
n
X
i=1
ai(p,Ei), (3)
where nis the total number of patches. Thus, the total adsorption isotherm,
Θ
(p), is a sum of adsorptions
on all patches, Θi(p,Ei), weighted by their fractions, f(Ei):
Θ(p) = a(p)/am=
n
X
i=1
ai(p,Ei)/am,i(am,i /am) =
n
X
i=1
Θi(p,Ei)f(Ei), (4)
where a
m,i
is the monolayer capacity of the patch kind i, and values of f(Ei) fulfill the normalization
condition: n
X
i=1
f(Ei) = 1. (5)
To find f(E
i
), a condensation approximation [
34
,
35
] was applied, replacing the true local isotherm
by a step function, arriving at the final formula:
f(Ei)=[(1-xi+1)1/2Θ(Ei+1) - (1-xi)1/2Θ(Ei)]/(Ei+1-Ei), (6)
where E=-RTln(p0/p).
Having calculated f(E
i
) values, the average water vapor adsorption energy of the whole adsorbent,
Eav, was calculated as:
Eav =
n
X
i=1
Eif(Ei). (7)
Energy values were expressed as positive scaled energies showing an excess of adsorption energy,
E
a
, over the condensation energy of water, E
c
, in units of thermal energy, RT: E=(E
a
-E
c
)/RT (R is the
universal gas constant and T is the temperature of the measurements). The scaled energies of the
adsorbing patches ranging from 0.0 to 3.0 were considered. The scaled energy equal to 0 holds for
adsorption energy equal to the condensation energy. The value of 3.0 was taken as the maximum
adsorption energy, because in performed experiments, the minimum p/p
0
was ~0.06, which corresponds
to the adsorption energy of around 2.8. However, this value should be considered only as a first
estimate of the maximum energy because of the lack of experimental data at lower relative pressures.
To estimate mesopore radii, r, the Kelvin equation [
36
] relating the radius to the relative vapor
pressure during desorption was used:
r=2M γcosα/[ρRT ln(p0/p)], (8)
where M is the molecular mass of water,
γ
is the water surface tension,
α
is a water–solid contact angle
(assumed here to be zero), and ρis the density of water.
This is frequently assumed that below p/p
0
, around 0.35 surface adsorption processes dominate,
and the condensation processes occur at higher relative pressures; therefore, 1 nm was taken as a
minimum rationale mesopore radius that corresponds to p/p
0
=0.342. The maximum mesopore radius
was taken as 30 nm; this corresponds to p/p
0
=0.965, which is close to the maximum relative pressure
applied in adsorption/desorption experiments.
Materials 2019,12, 3213 5 of 13
The volume of the condensed liquid in the mesopores at a given pressure, v(p/p
0
)(m
3
), can be
treated as a sum of pore volumes, vi(ri), of the radii rir(p/p0):
v(p/p0) =
n
X
i=1
vi(ri). (9)
Dividing the above equation by the total pore volume, v
t
, the scaled desorption isotherm,
Φ(p/p0)=Φ[r(p/p0)], can be treated as a sum of fractions of particular pores, f(ri):
Φ(p/p0) = v(p/p0)/vt=
n
X
i=1
vi(ri)/vt=
n
X
i=1
f(ri) = 1 (10)
and the pore fraction in a given range of pore sizes can be calculated as:
f(ri,av)=Φ(ri+1) - Φ(ri), (11)
where ri,av denotes the arithmetic mean of ri+1and ri.
The average pore radii, rav, in the measuring range was calculated as:
rav =
n
X
i=1
ri,av f(ri,av)(12)
Adsorption data were used to evaluate surface fractal dimensions, D, from a linear part of the
dependence [37,38]:
ln(a) =C(1/m)ln[-ln(p/p0)], (13)
where C is a constant, and the parameter m is related to the surface fractal dimension of the sample.
The magnitude of the parameter 1/m distinguishes two possible adsorption regimes: when 1/m
<1/3, the adsorption occurs within van der Waals regime, and the surface fractal dimension is then D
=3(1
1/m). Alternatively, for 1/m>1/3, the adsorption is governed by the capillary condensation
mechanism, and D =31/m [32].
2.3. Determination of Electrokinetic (Zeta) Potential
Suspensions of the studied materials (1.5 g L
1
) in distilled water filtered by a 0.02-
µ
m membrane
(Whatman, GE Healthcare UK Ltd., Little Chalfont, UK) were adjusted to pH values from 3 to 10 using
1 M HCl or 1 M NaOH. The electrophoretic mobility of dispersed particles was determined using
a Zetasizer Nano ZS (Malvern Ltd., Malvern, UK) and the laser Doppler velocimetry method [
39
].
Measurements were performed at 20
±
0.1
C in six replicates. Zeta potentials were calculated using
Henry’s equation [
40
]. From the dependence of zeta potential on pH, isoelectric points were estimated.
3. Results and Discussion
The adsorption/desorption isotherms of the studied materials, presented exemplary in Figure 2,
reflected in all cases a physical sorption process (second type in the IUPAC classification [
41
]) and
exhibited in most cases well pronounced sorption hysteresis loops that terminate around p/p0=0.2.
Numerical values of the surface, mesopore, and electric charge parameters for the studied materials
are presented in Table 1.
Materials 2019,12, 3213 6 of 13
Materials 2019, 12, x FOR PEER REVIEW 5 of 13
Φ(p/p0) = v(p/p0)/vt =
i
n
1
vi(ri)/vt =
i
n
1
f(ri) = 1 (10)
and the pore fraction in a given range of pore sizes can be calculated as:
f(ri,av) = Φ(ri+1) ‐ Φ(ri), (11)
where ri,av denotes the arithmetic mean of ri+1 and ri.
The average pore radii, rav, in the measuring range was calculated as:
rav =
i
n
1
ri,av f(ri,av) (12)
Adsorption data were used to evaluate surface fractal dimensions, D, from a linear part of the
dependence [37,38]:
ln(a) = C − (1/m)ln[‐ln(p/p0)], (13)
where C is a constant, and the parameter m is related to the surface fractal dimension of the sample.
The magnitude of the parameter 1/m distinguishes two possible adsorption regimes: when 1/m
<1/3, the adsorption occurs within van der Waals regime, and the surface fractal dimension is then D
= 3(1 − 1/m). Alternatively, for 1/m >1/3, the adsorption is governed by the capillary condensation
mechanism, and D = 3 − 1/m [32].
2.3. Determination of Electrokinetic (Zeta) Potential
Suspensions of the studied materials (1.5 g L−1) in distilled water filtered by a 0.02‐µm membrane
(Whatman, GE Healthcare UK Ltd., Little Chalfont, UK) were adjusted to pH values from 3 to 10
using 1 M HCl or 1 M NaOH. The electrophoretic mobility of dispersed particles was determined
using a Zetasizer Nano ZS (Malvern Ltd., Malvern, UK) and the laser Doppler velocimetry method
[39]. Measurements were performed at 20 ± 0.1 °C in six replicates. Zeta potentials were calculated
using Henry’s equation [40]. From the dependence of zeta potential on pH, isoelectric points were
estimated.
3. Results and Discussion
The adsorption/desorption isotherms of the studied materials, presented exemplary in Figure 2,
reflected in all cases a physical sorption process (second type in the IUPAC classification [41]) and
exhibited in most cases well pronounced sorption hysteresis loops that terminate around p/p0 = 0.2.
Figure 2. Exemplary adsorption–desorption isotherms. Abbreviation of the samples as in Figure 1.
0.00
0.02
0.04
0.06
0.08
0.10
0.12
0 0.2 0.4 0.6 0.8 1
p/p
o
a, kg kg
-1
ZW
ZWT
ZHAlW
ZHAlWT
Figure 2. Exemplary adsorption–desorption isotherms. Abbreviation of the samples as in Figure 1.
Table 1.
Specific surface area (S), fractal dimension (D), adsorption energy (Ea), mesopore volume (v),
average mesopore radius (r), and isoelectric point (IEP) of the modified zeolites.
Material S (m2g1)D Ea v (mm3g1)r (nm) IEP
Z 83.9 ±2.1 2.55 ±0.07 1.626 ±0.04 33 ±1.0 8.02 ±0.5 0.88 ±0.07
ZW 79.1 ±1.7 2.57 ±0.05 1.655 ±0.03 33 ±0.9 7.98 ±0.5 1.38 ±0.01
ZWW 79.3 ±2.0 2.60 ±0.03 1.679 ±0.02 34 ±1.0 8.03 ±0.7 1.11 ±0.02
ZH 95.6 ±1.3 2.48 ±0.06 1.639 ±0.03 50 ±0.4 8.34 ±0.4 8.59 ±0.08
ZHW 99.5 ±2.5 2.59 ±0.05 1.649 ±0.03 39 ±1.2 8.55 ±0.6 2.33 ±0.05
ZWB 82.9 ±1.3 2.58 ±0.06 1.644 ±0.03 32 ±0.8 8.35 ±0.6 1.66 ±0.03
ZWBW 81.3 ±1.7 2.59 ±0.07 1.649 ±0.04 30 ±0.6 8.07 ±0.2 1.87 ±0.06
ZHB 92.4 ±2.2 2.52 ±0.10 1.611 ±0.06 37 ±1.0 7.93 ±0.4 3.86 ±0.11
ZHBW 91.1 ±1.7 2.61 ±0.07 1.651 ±0.04 34 ±0.5 8.53 ±0.6 1.97 ±0.02
ZWFe2 113.3 ±2.9 2.45 ±0.02 1.621 ±0.01 57 ±1.1 7.82 ±0.3 3.52 ±0.07
ZWFe2W 86.5 ±1.8 2.60 ±0.02 1.651 ±0.01 34 ±0.9 8.18 ±0.6 2.15 ±0.02
ZHFe2 152.7 ±6.3 2.29 ±0.07 1.623 ±0.03 99 ±3.7 7.05 ±0.5 3.80 ±0.04
ZHFe2W 114.3 ±2.5 2.59 ±0.10 1.611 ±0.06 35 ±1.1 7.72 ±0.7 1.55 ±0.01
ZWFe3 102.7 ±1.8 2.43 ±0.01 1.630 ±0.01 64 ±1.0 8.30 ±0.6 4.97 ±0.10
ZWFe3W 85.1 ±2.7 2.54 ±0.05 1.632 ±0.02 33 ±1.6 7.94 ±0.3 3.45 ±0.03
ZHFe3 93.9 ±4.4 2.41 ±0.01 1.612 ±0.01 44 ±2.8 7.18 ±0.5 2.81 ±0.14
ZHFe3W 97.3 ±4.6 2.41 ±0.05 1.632 ±0.03 65 ±3.0 7.67 ±0.4 1.94 ±0.06
ZWAl 100.4 ±6.9 2.41 ±0.01 1.648 ±0.01 82 ±5.3 8.41 ±0.6 7.66 ±0.08
ZWAlW 79.7 ±2.1 2.64 ±0.02 1.687 ±0.01 33 ±1,2 9.30 ±0.6 4.02 ±0.04
ZHAl 143.0 ±11.6 2.29 ±0.01 1.615 ±0.01 117 ±9.6 7.96 ±0.8 1.35 ±0.03
ZHAlW 121.0 ±1.9 2.33 ±0.01 1.604 ±0.01 95 ±1.3 8.70 ±0.3 5.76 ±0.06
The specific surface area of the original zeolite was aected neither by distilled water washing
nor by alkalization to pH =9. Modification of the zeolite by protons and iron, and aluminum cations
led to significant increase in surface area that most probably can be explained by the formation of
surface-bound or individual precipitates of the metal hydroxides. This increase obeys the following
order: Fe
3+
(the average surface area for all modifications involving Fe
3+
is 95 m
2
g
1
)<H
+
(98 m
2
g
1
for
only protons modifications) <Al
3+
(111 m
2
g
-1
for all modifications involving Al
3+
)<Fe
2+
(117 m
2
g
1
for all modifications involving Fe
2+
). Note that the surface areas of zeolites modified with protons
prior to Al
3+
and Fe
2+
cation treatments are larger than those materials that were not pre-treated
with acid. The surface area of the proton-modified zeolite locates between Fe
3+
and Al
3+
-modified
materials. The acid treatment leads to Al dissolution from an aluminosilicate lattice [
42
] that supplies
the reaction medium with an Al
3+
modifier. Before adjustment of the medium to pH =9, except for
Materials 2019,12, 3213 7 of 13
ion exchange processes, the precipitation of hydroxides is very likely to occur due to the neutral pH
and some buering properties of the studied zeolite. The order of the surface area increase coincides
with the increasing solubility of the respective hydroxides. The lowest solubility has iron III hydroxide
(the solubility product is around 10
38
), then Al hydroxide (SP around 10
33
), and the highest solubility
has iron II hydroxide (SP around 10
15
). It is possible that metal cations penetrate to some extent into
inner parts of the crystal lattice of the zeolite and more soluble cations penetrate deeper; thus, more
hydroxides of high surface area can precipitate, increasing the overall extent of an adsorbing surface.
From the point of view of surface area, the modification of zeolites with protons and next by divalent
iron cations seems most promising (ZHFe2 had the highest surface area). It is interesting whether the
high surface area of Fe
2+
modified zeolite remains not altered in time due to easy oxidation of Fe
2+
to
Fe3+. We would like to study this problem in the future.
The adsorption energies of the original, distilled water-washed as well as alkalized zeolites are
higher than for the modified ones. Modifications of the zeolite decreased (on average) the adsorption
energy in the following order: H
+
(1.644)
Al
3+
(1.639) <Fe
2+
(1.627) =Fe
3+
(1.627). The energy of
water sorption reflects the force of water binding. Zeolite added to the soil competes for water with
soil constituents and plant roots. The distinction between a source and a recipient of water in such a
system depends on the sorption energy of its particular components. Thus, an eect of modifiers on
decreasing the sorption energy of zeolite may be of practical importance for the further application
of the modified materials. In the above respect, iron-modified zeolites can be better than the other
ones. It is also possible that changes to the sorption energy of polar water molecules reflect these for
the other polar compounds, which along with surface areas may be important in catalytic processes
involving modified zeolites and polar reagents.
The fractal dimension of the original, distilled water-washed as well as alkalized zeolites were
higher than those for modified ones. Modification of the zeolite by iron and aluminum decreased on
average the fractal dimension in the following order:
H+(2.54) <Fe2+(2.48) <Fe3+(2.45) <Al3+(2.42)
.
Since the fractal dimension can vary between 3 (rough and complicated surface) and 2
(flat, two-dimensional surface), it may indicate that the precipitated iron and aluminum hydroxides
have smoother surfaces than the original zeolite. Smoother surfaces have usually lower adsorption
energies, as it occurred for the studied adsorbents, as well. That the eect of protons treatment on both
of the above parameters is smallest may indicate that the original surface of the zeolite is not much
aected by a short time contact with protons and/or that eventual precipitation of lattice-originated
aluminum hydroxide is not high.
The volume of the mesopores of the original zeolite was aected neither by distilled water washing
nor by alkalization to pH =9. Modification of the zeolite by protons and iron, and aluminum cations led
to significant increase in mesopore volume, in the following order: H
+
(44 mm
3
g
1
)<Fe
3+
(51 mm
3
g
1
)
<Fe
2+
(56 mm
3
g
1
)<Al
3+
(82 mm
3
g
1
). Proton-treated zeolite has fewer mesopores than metal
cations-modified materials, indicating that the input of the mesoporosity of the precipitated hydroxides
is larger than that of additional mesopores produced after lattice dealumination. We expected that for
metal cations-treated materials, the mesopore volume will increase with an increase in surface area
(adsorbents of a larger surface area have generally higher mesopore volumes). No parallel changes of
the above parameters may be related to the dierent crystallinity and microstructure of the respective
hydroxides and dierences in their location on the zeolite surface. Higher mesopore volumes of the
modified zeolites can make them more ecient water storage soil conditioners than the natural mineral.
The mesopore radius of the original zeolite was not aected by distilled water washing. The positive
eect of alkalization to pH =9 on a mesopore radius (ZWB material) disappeared practically after
final washing (ZWBW). Modification of the zeolite by aluminum cations led to an increase in the
average mesopore radius (8.59 nm). A similar eect was observed for proton modifications (8.44 nm).
However, the modification with iron cations led to a decrease of mesopore radius (7.77 nm for Fe3
and 7.69 nm for Fe2). Dierences in mesopore radii behavior may be due to structural dierences of
the respective hydroxides, similarly as for mesopore volumes. Linking surface areas and mesopore
Materials 2019,12, 3213 8 of 13
characteristics to the structural properties of hydroxides and hydroxides–zeolite associations seems to
be a great scientific challenge.
Zeolites have frequently been reported to assure a permanent water reservoir, holding water more
than half of their weight due to the high porosity of crystalline structures. Water molecules in the pores
could easily be evaporated or reabsorbed without damage to such structures. In prolonged moisture dry
periods, zeolites help plants withstand dry spell; they also promote a rapid rewetting and improve the
lateral spread of water into the root zone during irrigation. This results in saving water that is needed for
irrigation. The amendment of sand with zeolite increases the available water to the plants by 50% [
43
].
However, because inner pores (channels) within a zeolite lattice have typical diameters of 0.5 to 0.7 nm,
which is only slightly larger than the diameter of a water molecule, water present in the micropores
cannot be used by plants at any conditions, and such high plant water supply properties seems to be a
misinterpretation of the total zeolite porosity in terms of plant available water. We think that mesopores
are much more important in this respect. The increase of mesopore volume accompanied by an increase
in mesopore radii suggests that modified zeolites provide better water availability for plants than the
original zeolitic tuffs. In the above respect, aluminum-modified zeolites are most promising.
The zeta potential of the studied materials varied with the pH of the external environment,
which is illustrated in Figure 3.
The original zeolite revealed negative values of zeta potential in the whole experimental pH
window (i.e., 3–10). The net surface charge of this mineral results from its negatively charged
crystal structure, and it is neutralized by exchangeable bonded cations of Na, K, Ca, Mg, and Fe [
44
].
Linear extrapolation of potential versus pH data gave the isoelectric point (IEP) of natural zeolite
at a pH of 0.76–0.88. After FeSO
4
treatment, the IEP of zeolite increased to 1.13–4.38. The use of
FeCl
3
resulted in an IEP range of 1.63–4.97, whereas AlCl
3
gave the values of 1.35–7.91 (see Table 1).
Similarly, Nguyen et al. [
45
] reported that the IEP of the iron-coated zeolite dispersed in 10
-3
M NaNO
3
was 5.6, whereas it was 2.2 for natural material. Guaya et al. [
20
] found that zeolite modified by
aluminum had the point of zero charge (PZC) at pH 4.5, and exhibited good ability for the simultaneous
sorption of ammonium and phosphate from solution. In addition, Chen et al. [
46
] observed positive
zeta potentials due to an increase of the Al/Si ratio in zeolite. The IEP of metal cations-modified
zeolites usually locate at higher pHs than these modified by organic compounds. Mahmoodi and
Saar-Dastgerdi [
21
] modified natural zeolite by (3-aminopropyl) triethoxy silane, finding that the
modified materials had positive zeta potentials at very low pHs (below 2). However, Arora et al. [
13
]
observed nitrate adsorption on chitosan-modified zeolite at intermediate pH values. It can be seen
(Figure 3) that proton-modified zeolite (ZH sample) had the highest isoelectric point (pH =8.6). This is
dicult to explain, because acidification should lead to more negative values of zeta potential due to
the Si–O bond strength modification, and a decrease in Al/Si ratio due to lattice dealumination [
44
].
Probably, the dissolved Al ions were not able to diuse outside the mineral lattice under the applied
experimental conditions. They may adsorb and precipitate inside the lattice, forming positively
charged internal coatings. Small protons can penetrate easier and deeper into the lattice spaces than
larger aluminum cations during Al modification, and therefore, the eect of protons may possibly be
higher. Positive values of zeta potential may be also connected with strong H
+
adsorption, which is
enlarged due to the presence of defects in zeolite crystal after Al removing, as postulated by Wang and
Nguyen [47].
Some modified zeolites, which were obtained in the present research, exhibited isoelectric points
at rather high pH values (ZWAl at 7.5; ZWAlW and ZHAlW at 4.0; ZWFe3 at 5.4; and ZHFe3 at 4.5).
Such materials may be particularly useful for nitrates management in soil, not losing at the same time
their cationic nutrients retention properties. As proved by Northcott et al. [
48
], besides anion exchange,
the modified zeolites can keep the ability to adsorb inorganic cations as well, because the modifiers are
relatively large molecules, and remain on the external surface of the zeolite crystals and do not enter
zeolite channels.
Materials 2019,12, 3213 9 of 13
Materials 2019, 12, x FOR PEER REVIEW 8 of 13
The zeta potential of the studied materials varied with the pH of the external environment,
which is illustrated in Figure 3.
Figure 3. Zeta potential vs. pH dependence for the zeolie mofified by (a) the pretreatment with H2O
or HCl; (b) the pretreatment with H2O or HCl and calcination; (c) the alkalization; (d) the alkalization
and calcination; (e) the Fe2+ action; (f) the Fe2+ action and calcination; (g) the Fe3+ action; (h) the Fe3+
action and calcination; (i) the the Al3+ action; (j) the Al3+ action and calcination. The abbreviations of
the sample names are in accordance to Figure 1.
Figure 3.
Zeta potential vs. pH dependence for the zeolie mofified by (
a
) the pretreatment with H
2
O or
HCl; (
b
) the pretreatment with H
2
O or HCl and calcination; (
c
) the alkalization; (
d
) the alkalization
and calcination; (
e
) the Fe
2+
action; (
f
) the Fe
2+
action and calcination; (
g
) the Fe
3+
action; (
h
) the Fe
3+
action and calcination; (
i
) the the Al
3+
action; (
j
) the Al
3+
action and calcination. The abbreviations of
the sample names are in accordance to Figure 1.
Materials 2019,12, 3213 10 of 13
In general, some trends are valid for all the modifications that were observed. The samples
washed with distilled water after the application of the modifiers, as compared to unwashed samples,
had smaller surface areas and mesopore volumes, higher mesopore radii and fractal dimensions,
and more negative zeta potential values. Exactly the same trends were observed after materials
calcination, which are exemplary presented in Figure 4.
Figure 4.
Changes in (
a
) specific surface area, (
b
) adsorption energy, (
c
) fractal dimension, (
d
) mesopore
volume, (
e
) mesopore radius, and (
f
) isoelectric point values after calcination of the studied materials.
Dashed lines are 1:1 dependencies.
That a final washing of the modified materials leads in general to a decrease in the surface area,
amount of mesopores, and shift in surface potential toward more negative values seems obvious,
because a part of the modifier was washed out. As it can be seen (Figure 4), calcination resulted in
similar eects: a decrease of specific surface area, mesopore volume, and value of isoelectric point,
Materials 2019,12, 3213 11 of 13
as well as an increase of both the adsorption energy and mesopore radius. This may be due to the
dehydration of surface hydroxyls during calcination. However, an increase in the binding strength
between the hydroxide modifier and the zeolite surface during calcination may increase the stability
and mechanical resistance of the modified zeolites [
23
], which is an advantageous feature for the
modified zeolites’ applications.
4. Conclusions
In this paper we applied water vapor adsorption and electrokinetic measurements to study the
impact of iron, aluminum, hydrogen, and hydroxyl ions modifiers, as well as post-modification washing
and calcination on the surface and charge properties of a zeolite. Practically, all the applied modifiers
increased the zeolite surface area, mesopore volume, and radius, and decreased the water-binding
forces. Unwashed materials modified with Al and H cations had isoelectric points at rather high
pH values (above 7). Calcination of the modified materials shifted their zeta potentials toward more
negative values, diminished both surface areas and mesopore volumes, and increased mesopore radii.
We see a need to draw more mechanistic explanation of the observed phenomena using a larger set
of instrumental methods (e.g. XRD, SEM-EDS, FTIR, and NMR) supported by chemical analysis.
Modified zeolites of positive surface charge can be applied for the anionic nutrients management in
soils, sorbents of anionic contaminants in water purification plants, and binders of humic substances
in soils (carbon sequestrators). Large surface areas and mesopore volumes of the modified zeolites
give them more perspectives for applications as soil conditioners improving water retention.
Author Contributions:
Conceptualization J.C. and G.J.; methodology W.F., M.F., J.C., and G.J.; validation W.F.
and M.F.; formal analysis G.J. and J.C.; investigation J.C.; G.J., W.F., M.F., K.K., J.G., J.S., data curation G.J. and J.C.;
writing—original draft preparation G.J. and J.C; writing—review and editing G.J., J.C., and W.F.; visualization G.J.
and J.C.; supervision G.J. and W.F.; project administration W.F. and G.J.; funding acquisition W.F.
Funding:
This research was financed by the Project No IPBU.01.01.00-06-570/11-00 “Developing an innovative
model of the cross-border use of zeolitic tu” performed within the Cross-border Cooperation Programme
Poland-Belarus-Ukraine 2007-2013 cofinanced by European Union and Ministry of Science and Higher Education
Poland FN12/ILT/2019.
Conflicts of Interest:
The authors declare no conflict of interest. The funders had no role in the design of the
study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to
publish the results.
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2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access
article distributed under the terms and conditions of the Creative Commons Attribution
(CC BY) license (http://creativecommons.org/licenses/by/4.0/).
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Zeolite X derived from fly ash was modified with Cu(NO3)2∙3H2O solutions of various initial concentrations (0.01, 0.05, 0.10, 0.15, and 0.20 M). The obtained materials were investigated by means of XRD, XRF, N2 adsorption-desorption, and pHpzc. The concentration of Cu(NO3)2∙3H2O significantly affected both the textural and chemical surface properties of the obtained zeolites. The materials were subjected to a series of adsorption experiments to remove phosphate ions from aqueous solutions. The highest adsorption capacity was obtained for zeolite X modified with 0.05 M Cu(NO3)2∙3H2O solution, and the obtained adsorption capacity was 87.7 mg (PO43-) g-1. The adsorption mechanism was investigated by means of XPS analysis and correlated with the assumptions of kinetic adsorption models. The interaction between phosphate ions and Cu species on the zeolite surface was found to be the guiding mechanism of adsorption. Additional mechanisms, including precipitation as calcium phosphate and electrostatic attraction, should also be taken into account. A single-point adsorption of phosphate ions was also studied to evaluate the effects of adsorbent dose (1, 2, and 3 g L-1) and adsorption temperature (18, 25 and 40 °C). Increased adsorbent dose resulted in a significantly greater removal of phosphate ions for zeolite Cu0.05X (up to 65.4%). The temperature of 25 °C was found to be the most suitable for conducting adsorption of phosphate ions. Leaching test was performed in water to investigate the risk of applying the investigated zeolites in aqueous solutions as potential adsorbents.
... These modifiers increase zeolite surface area and mesopore volume and decrease water-binding capacity, except alkali solution, which does not have an essential role in zeolite properties. In contrast, aluminum cation could specifically change negative to positive surface area (Cieśla et al. 2019). ...
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Recently, getting pure water easily is becoming a difficult task for the world. Different sources such as industrial, municipal, urban, and agricultural runoff are principal contributors to water pollution. Nitrate, an inorganic form of nitrogen, one of the water pollutants, can destroy water quality ecologically and clinically by causing eutrophication in the aquatic bodies and, methemoglobinemia (blue baby syndrome) in human infants, other health complications in animals. Traditionally, various methods have been trailed by the industries and wastewater plants to diminish the concentration of nitrate from the polluted water before discharging into the nearby water bodies. In the current decade, innovative, tremendous, and efficient technologies have been developed to reduce nitrate concentration and boost water quality. This paper highlights the most used physical and chemical approaches (ion exchange, reverse osmosis, adsorption, electrodialysis, electrocoagulation, electroreduction, etc.) and biological approaches (microbial, phytoremediation), other hybrid systems and their unique features. In addition, operational conditions, mechanisms, advantages, shortcomings, recent advancements, removal efficiency, and cost-effectiveness were discussed to help the world eliminate this significant problem associated with water pollution and further develop a sustainable hybrid system. Besides it, the paper presents the recovery procedure for nitrate and ammonium. From the detailed literature gathered, the hybrid technology was fantastic compared to stand-alone approaches. The biological methods were unmatchable with others regarding cost, energy consumption, nitrate reduction, nitrate removal, and energy harvest.
... The advantage of zeolites is their ability to store large amounts of water, which is particularly important during periods of water shortages, which reduce biomass production, and in areas where water availability is limited or water losses are significant (Cieśla et al., 2019;Ozbahce et al., 2015). Al-Busaidi et al. (2008) carried out an experiment in which they applied Ca-type synthetic zeolite in 1% and 5% doses to sandy soil. ...
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... One of the types of modification of zeolite-containing materials is mechanical activation, which leads to the occurrence and accumulation of defects in the zeolite structure, phase transformations, and even amorphization of the crystal structure [14,15]. Despite the variety of modification methods, chemical activation of aluminosilicate materials is mainly used [16,17]. Acid treatment of zeolite tuffs involves the removal of exchange cations, the dealumination of the aluminosilicate framework, and, in fact, the formation of a silicon-oxygen phase [18]. ...
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Using the methods of thermal gravimetric analysis, and X-ray phase analysis, the puzzolan activity of the natural zeolite tuff of the Lyulinsky deposit of Khanty-Mansiysk Autonomous District -Yugra as a mineral additive to cement was evaluated. Acid modification of natural zeolite tuff was performed. The selection of modification conditions was carried out by varying the concentration of the acid solution, the time of exposure to the reagent, and the temperature. The optimal parameters were: the concentration of hydrochloric acid 3 M, the duration of acid exposure-5 hours, the temperature of 80°C. It was found that the treatment of tuff with 3M hydrochloric acid solution leads to a significant increase in puzzolan activity. The strengthening effect of the modified additive is shown. The strength of cement samples with the addition of zeolite tuff at a similar age increases by 28%. The effect of the addition of zeolite tuff on the phase composition of cement during hydration and hardening is studied. A more significant decrease in the content of portlandite was recorded when using a modified additive compared to the addition of zeolite tuff in its native state, which is consistent with the data obtained from the mass loss curves. At the same time, an increase in the content of ettringite, which contributes to the strengthening of the structure of the binder part of the cement stone, is shown. The degree of hydration of cement was estimated by the change in the content of alite. A complexometric determination of the aluminum content in the washing waters after acid treatment of zeolite tuff was carried out. It is shown that acid treatment leads to its dealuminization, which is associated with the restructuring of the zeolite framework. This, in turn, provides an increase in the number of active acid centers responsible for its adsorption properties and reactivity on the surface of the aluminum-silicate framework of the zeolite.
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Developing urbanization, water shortage, watercourse pollution, and demands for more food due to population growth require a more efficient water irrigation and fertilizer application. Retaining nutrients and water in agricultural soils brings about higher crop yields and prevents pollution of water courses. Among different solutions, zeolites, which are environmental friendly, ubiquitous, and inexpensive, have been extensively employed in agricultural activities. These minerals are considered as soil conditioners to improve soil physical and chemical properties including infiltration rate, saturated hydraulic conductivity (Ks), water holding capacity (WHC), and cation exchange capacity (CEC). Natural and surface-modified zeolites can efficiently hold water and nutrients including ammonium (NH4⁺), nitrate (NO3⁻) and phosphate (PO4³⁻), potassium (K⁺), and sulfate (SO4²⁻) in their unique porous structures. Their application as slow-release fertilizers (SRFs) are reported as well. Therefore, zeolite application can improve both water use efficiency (WUE) and nutrient use efficiency (NUE) in agricultural activities and consequently can reduce the potential of surface and groundwater pollution. This review paper summarizes findings in the literature about the impact of zeolite applications on water and nutrient retention in the agriculture. Furthermore, it explores benefits and drawbacks of zeolite applications in this regard. Graphical Abstractᅟ
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In the present study, batch and fixed bed experiments were conducted in order to compare clinoptilolite and vermiculite for the removal of Mn2+, Zn2+, and Cr3+ from aqueous solutions under the same experimental conditions. Ion-exchange equilibrium is examined by use of batch equilibrium isotherms, distribution coefficients, and maximum exchange levels (MEL). Fixed bed experiments were conducted, and breakthrough curves and operational capacity were determined. Furthermore, diffusion coefficients were estimated by use of simplified fixed bed models. Concerning the comparison of the two minerals, in all experiments, for both batch (distribution coefficients and MEL) and fixed bed (breakthrough points and operating capacity (OC)), vermiculite showed better performance than clinoptilolite for all metals. Vermiculite selectivity series derived from batch distribution coefficients as well as in fixed beds is Cr3+ > Zn2+ > Mn2+ and is the same for clinoptilolite for liquid-phase equilibrium at relative concentration of X < 0.2. For more concentrated equilibrium solutions, the clinoptilolite selectivity changes for Cr3+ and remains the same for the other two metals, i.e. Zn2+ > Mn2+ > Cr3+. MEL are 14.4–26.9 mg/g and 34.2–43.6 mg/g for clinoptilolite and vermiculite, respectively, and OC is found to be 3.6–7.9 mg/g and 12.8–29.3 mg/g for clinoptilolite and vermiculite, respectively, 25–75% lower than MEL. The application of the simplified fixed bed model is successful for Zn in both minerals and Cr3+-vermiculite system. For Cr3+-clinoptilolite system, the model is not applicable due to the sigmoidal shape of the isotherm while for Mn, the model fails in low concentrations for both minerals, and it seems to approach experimental data only for X > 0.2–0.3. Solid-phase diffusion confidents were estimated to be in the order of magnitude of 10−8 cm2/s for clinoptilolite and 10−9 cm2/s for vermiculite.
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This book provides an introduction to the most important optical measurement techniques that are applied to engineering problems. It will also serve as a guideline to selecting and applying the appropriate technique to a particular problem. The text of the first edition has been completely revised and new chapters added to describe the latest developments in Phase-Doppler Velocimetry and Particle Image Velocimetry. The editors and authors have made a special effort not only to describe and to explain the fundamentals of measuring techniques, but also to provide guidelines for their application and to demonstrate the capabilities of the various methods. The book comes with a CD-ROM containing high-speed movies visualizing the methods described in the book.
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Sorption and desorption studies of cadmium (Cd), copper (Cu), nickel (Ni) and zinc (Zn) were carried out at the pH range of 2 to 9 by a soil amended with three sorbents including bentonite, calcite and zeolite. A geochemical computer model was used to simulate the sorption of metals in control and amended soil as influenced by pH. Metals sorption on control and amended soil was dependent on pH and increased with increasing equilibrium pH. Furthermore, metals sorption on soil amended by sorbents was greater than control, indicating the increase of soil sorption capacity by adding sorbents, while their desorption decreased. The modeling results indicated that the sorption of metals was modeled successfully using the ion exchange and surface complexation model. In general, the maximum sorption of metals was observed by bentonite-amended soil and calcite-amended soil, whereas the maximum desorption of all metals obtained in zeolite-amended soil, suggesting that the sorption of metals on zeolite was based on the reversible mechanism. In general, the sequence of metals sorption at pH 2 to 9 for all treatments was in order of Cu > Zn > Cd ≥ Ni. In addition, this sequence was observed mostly for metals activity and desorption (occasionally an exchange in the positions of Cd and Ni) but with an inverse trend. Results indicated that distribution coefficient (Kd) increased with increasing pH and, in particular, had a sharp increase at the neutral to alkaline pH.
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A critical analysis of different methods for determining surface fractal dimensions using adsorption measurements is presented. A new method for calculating surface fractal dimensions from capillary condensation or mercury porosimetry data is proposed. This method does not use any model of adsorption on the fractal surface. It is based on the thermodynamic relationship between the surface area of the interface and the amount of the adsorbate. The formulae obtained for surface fractal dimensions do not contain any additional parameters except the experimental data. A typical example of calculating the surface fractal dimensions of an active carbon sample is presented.
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Simple methods for reversing the zeta potential of high Al/Si ratio proton-type zeolite Y (HY) to be positive in sodium ion solutions have been developed. The characterizations by using inductively coupled plasma-mass spectrometer (ICP-MS), electron spectroscopy for chemical analysis (ESCA), X-ray diffraction (XRD), and 27Al magic-angle spinning solid-state nuclear magnetic resonance (27Al MAS solid-state NMR) have been carried out. The results reveal that a partial reorganization among various aluminum species occurs in HY in sodium ion solutions, thus inducing a considerable enrichment of distorted framework Al and extra-framework Al (EFAL) species on the exterior surface. These Al species in synergy with adsorbed sodium render the zeta potential of HY to shift positively. The resulting zeolite samples can be applied for the adsorption of heavy-metal oxyanions with negative charges. The superiority for removing Cr(VI) oxyanions from aqueous solutions with pH close to neutral has been demonstrated.