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Article

Zeolite-Rich Composite Materials for Environmental Remediation: Arsenic Removal from Water

1
ACLabs—Applied Chemistry Labs, Department of Chemical, Materials and Industrial Production Engineering, University of Naples Federico II, P.le V. Tecchio 80, Naples 80125, Italy
2
Institute of Polymers, Composite and Biomaterials, National Research Council, P.le E. Fermi 1, 80055 Portici (NA), Italy
3
CeSMA—Centro di Servizi Metrologici e Tecnologici Avanzati, University of Naples Federico II, Corso N. Protopisani, 80146 Naples, Italy
*
Author to whom correspondence should be addressed.
Appl. Sci. 2020, 10(19), 6939; https://doi.org/10.3390/app10196939
Submission received: 7 September 2020 / Revised: 28 September 2020 / Accepted: 30 September 2020 / Published: 3 October 2020

Abstract

:
Natural zeolites are used as adsorbents in purification processes due to their cation-exchange ability and molecular sieve properties. Surface modified natural zeolites (SMNZs), produced by attaching cationic organic surfactants to the external surface, can simultaneously act as ionic exchangers and organic molecule adsorbents. In this paper, SMNZs were produced and investigated as adsorbents for As(V) removal from wastewater: two natural zeolites, clinoptilolite and phillipsite, were modified using HDTMA-Br and HDTMA-Cl as surfactants. The obtained samples were then characterized under static and dynamic conditions. Results showed that As(V) removal follows a pseudo-second order kinetic, with fast adsorption rates: every sample reached 100 % removal in 2 h, while equilibrium data showed a Langmuir-like behavior, with a greater anion uptake by the HDTMA-Br modified SMNZs due to the formation of a compact and complete micellar structure. Finally, fixed-bed tests were performed to characterize the samples under dynamic conditions assessing the effect of severe operating parameters on the dynamic exchange capacity, selectivity and efficiency of the process. The obtained results demonstrate a good ability of the tested materials to adsorb As(V) from wastewater, confirming the effectiveness of the proposed surface modification technique in expanding the possibility of using natural zeolites in these processes.

Graphical Abstract

1. Introduction

Arsenic is considered as one of the most toxic pollutants due to its mutagenic and carcinogenic effect on human beings. The continuous industrialization of developing countries will probably lead to an increase in arsenic release in the environment, which will cause potentially serious problems throughout the world [1]. The presence of arsenic in water is due to the dissolution of minerals from subterranean strata or from anthropogenic activities such as the leaching of manmade arsenic compounds deriving from smelting of metal ores, agricultural pesticides, desiccants and wood preservatives production [2]. In particular, the presence of arsenic in water supplies has been indicated as responsible for arsenical dermatitis, enlargement of liver, neurological effects, heart disease and several forms of cancer [3].
Arsenic is sensitive to mobilization at pH values typical of natural waters (pH 6.5–8.5) under both oxidizing and reducing conditions; while it can occur in the environment in several oxidation states (−3, 0, +3 and +5), in natural waters it is mostly found in inorganic forms as oxyanions of trivalent arsenite [As(III)] or pentavalent arsenate [As(V)] [4]. According to the EPA (Environmental Protection Agency) the acceptable level of As in drinking water is fixed at 0.010 mg/L [5].
The oxidation-reduction conditions affect the speciation of arsenic: in oxygen-rich environments, where aerobic conditions persist, arsenate [As(V)] is prevalent and exists as a monovalent (H2AsO4) or divalent (HAsO42−) anion, whereas arsenite [As(III)] exists as acid (H3AsO3) and anionic (H2AsO3) species in a moderately reducing environment, where anoxic conditions persist [6,7]. Between the two forms, As(III) is more “mobile” and at the same time much more toxic than As(V) which is easily fixed onto soil particles [8].
Several techniques have been developed to remove arsenic from water: coagulation, reverse osmosis, adsorption and anion exchange processes are some of the commonly used [9,10]. Due to both their low cost and a relatively operational ease, there is now a raising interest on sorption methods that seem to be the most promising way to remove arsenic from water sources [11]. Several materials have already been studied for the adsorption of arsenic from water, including metal-loaded coral limestone [12,13] hematite and feldspar, sandy soils [14], activated carbon [15,16,17,18], activated alumina [19,20], lanthanum-impregnated silica gel [21], hydrous zirconium oxide [22] and hydrous iron oxide [23] and zero valent iron [24,25]. Ohki et al. [13] found an adsorption capability of 150 µg/g As(V) on coral limestone, while Xu et al. [14] investigated the adsorption capacity of drinking water treatment solids (DWTS) in As(V) removal processes: at its best, DWTS adsorption capability was found to be 170 mg/g, although heavily affected by pH conditions.
Recently, activated carbons (both commercial and synthetized at lab scale) were heavily tested to remove arsenic from water sources: Pattanayak et al. [26] found that char carbon can remove 89 mg/g of As(III) and 34.46 mg/g of As(V) from water under strong acidic conditions (pH = 2). Coconut husk carbon showed also high performances: this material was tested by Manju et al. [27] on arsenic removal from industrial wastewater, and they found that it was able to adsorb 146.3 mg/g of As(III).
In recent years, other materials with anion exchange properties gained attention as potentially good candidates to remove arsenic from water sources, since their anion exchange capacity can be useful in the removal process. Among the possible candidates, zeolites seem to be quite promising. Zeolites are inorganic cation-exchangers of natural and synthetic origin. Many deposits of natural zeolites of sedimentary origin, commonly referred to as zeolitc tuffs, are diffused all over the globe [28].The documented characteristics of affinity of natural zeolites toward several heavy metal cations and their modest cost, due to the wide availability, make the ion-exchange an advantageous procedure, suitable for pollution removal [29,30].
In order to make a zeolite able to exchange anions, the cations found on the raw zeolite surface can be replaced by long chained cationic surfactants such as hexadecyltrimethylammonium (HDTMA), by an ion exchange process; due to the large dimensions of such molecules, the exchange takes place on the zeolite grain surface only. If the formation of a double layer (micelle formation) of organic molecules is induced by ion-exchange and tail–tail interaction among the surfactant hydrophobic chains, the charge on the zeolite surface changes from negative to positive [31,32]. The positive surface charge provides sites for the exchange of anions such as chromate and arsenate. In this way, surfactant-modified zeolites (SMZ) can act as both cation and anion inorganic exchangers.
Figure 1 shows the mechanism that leads to the formation first of the monolayer by surface ion exchange and later of the patchy or complete bilayers by interaction of the hydrophobic tails of the surfactant molecules.
Recently, natural zeolites, particularly clinoptilolite, modified with cationic surfactant, were used to remove different types of contaminants from water: nitrates [9], chromates [33,34], cesium, lead, zinc [34], perchloroethylene [35], sulfates [36], NSAIDs [37] and antibiotics [38].
Regarding the As(V) removal, some researchers examined the behavior of both HDTMA-modified, mordenite and clinoptilolite rich tuff, in the elimination of this polluting oxyanion from aqueous solutions [39]. The authors, although basing on the results of thermodynamic runs, showed that the two samples removed arsenic with different kinetics. Moreover, in agreement with an earlier study, they established that surfactant surface coverage plays a key role in sorption; in particular, when the HDTMA loading level on zeolite exceeds monolayer coverage, a substantial increase in arsenate sorption capacity could be attained.
Li et al. [40] also carried out a comparison between a surface-modified clinoptilolite and kaolinite minerals in the arsenic removal process. For this aim, the authors performed some equilibrium runs by contacting the modified systems with arsenate or arsenite solution at 0.1–2.0 mM in tubes, under continuous stirring for 24 h. The outcomes exhibited a notable increase in arsenate sorption capacity when the loading level of HDTMA on zeolite and kaolinite surfaces overrun monolayer coverage up to the bilayer formation (200% of the ECEC).
Furthermore, Mendoza-Barrón et al. [41] emphasized the effect of pH on the As(V) removal process through a clinoptilolite sample modified with HDTMA-Br. In aforementioned work, after the surface modification of a clinoptilolite-rich rock to improve its anionic capacity, adsorption equilibrium runs of As(V) from water solutions were carried out. Based on the results, it was proved that the affinity of the modified zeolite for As(V) was extremely dependent on the form of arsenic species implicated in the solution at different pH. The adsorption capacity increased with solution pH, from pH 5 to pH 7. This implied that, among the different As forms, the affinity of the HAsO42− toward the SMZ was higher than that of the H2AsO4.
However, most of the published research has mainly considered the study of the As removal mechanism through the execution of thermodynamic test. On the contrary, few are the data concerning kinetic analysis in batch or in dynamic conditions to better simulate the effects and the feasibility of a more realistic As abatement process such as the pump and treat column. Moreover, clinoptilolite was the main zeolite sample investigated.
On this basis, the aim of the present research is to verify a possible use of two natural zeolites—a phillipsite-rich tuff (PHI) from Marano (Naples, Italy) and a clinoptilolite-rich tuff (CLI) from Eskişehir (Turkey)—modified by exchange with cationic surfactants HDTMA bromide and HDTMA chloride, as alternative adsorbents for removing arsenate from water solutions.
The ability of these surfactant-modified natural zeolites (SMNZs) to remove As(V) from water was studied at first by kinetic and thermodynamic experiments in batch, to verify the efficiency and the selectivity of modified zeolites towards As(V). Later, dynamic runs were performed by eluting fixed-bed columns containing the selected SMNZs with As(V) solutions to verify their ability to remove the anion under more realistic conditions.

2. Materials and Methods

2.1. Materials Characterization

2.1.1. Mineralogical Characterization

A phillipsite-rich tuff (PHI) from Marano (Naples, Italy) and a clinoptilolite-rich tuff (CLI) from Eskişehir (Turkey), both commercialized by Italiana Zeoliti—CBC Group, Pigneto (MO), were selected for the present research. Samples were crushed and sieved to select a particle size of 35–50 mesh. The two tuffs were then subjected to mineralogical and chemical characterization. In brief, samples were investigated by qualitative X-Ray Powder Diffraction (XRPD), using a PANalytical X’Pert Pro diffractometer equipped with a RTMS detector (X’Celerator), under the following operating conditions: CuKα radiation, 40 kV, 40 mA, scanning range from 3 to 80° 2Θ, equivalent step size 0.0179° 2Θ, equivalent counting time 120 s per step. Quantitative mineralogical characterization was carried out using the RIR/Rietveld method with internal standard, by means of TOPAS 4.2 software (BRUKER AXS Company) [42].
The chemical composition of the two tuffs was evaluated by digesting, under microwave-induced heating (Perkin Elmer Multiwave 3000 oven), a weighed amount of sample in a mixed HCl and HNO3 and HF solution. After the addition of H3BO3 to attain fluoride complexation, the resulting solution was analyzed by ICP atomic emission spectrophotometry, using a Perkin Elmer Optima 2100 DV apparatus [42]. Loss on ignition (L.O.I.) was measured by thermogravimetry (Netzsch STA 409).

2.1.2. Ion-Exchange Characterization

The Cation Exchange Capacity (CEC), which indicates the maximum amount of cations (expressed as meq) exchangeable by 1 g of tuff, was assessed using the Cross-Exchange Method (CEM) [43], which permits the estimation of the amounts of exchangeable cations removed by elution from the specimen, using two different solutions: one with high content of K+, for which most natural zeolites exhibit a valuable selectivity; the other rich in Na+, for which natural zeolites are generally weakly selective. Subsequently, two 0.5 g zeolite samples, placed on Gooch filters, were percolated drop by drop, at about 60 °C, up to exhaustion by 1 M NaCl (CAS: 7647-14-5; M = 58.44 g/mol; Sigma Aldrich; assay: >99.0%) or KCl (CAS: 7447-40-7; M = 74.55 g/mol; Sigma Aldrich; assay: >99.0%) solutions (purity of the chemicals: 99.5%). The monocationic (Na+ or K+) sample forms, after suitable washing, were then cross-exchanged in the equal way as aforementioned with K+ or Na+ solutions, respectively. The CEC was determined after the cationic content evaluation via ICP-OES.
In addition to the CEC evaluation, the External Cationic Exchange Capacity (ECEC)—i.e., the maximum amount of cations exchangeable on the zeolite surface—was determined by contacting 0.5 g of the starting material and 50 mL of surfactant solution (100 mM Hexadecyltrimethylammonium bromide, HDTMA-Br (CAS: 57-09-0; M = 364.45 g/mol; Sigma Aldrich; assay: >97.0%)) under continuous stirring and at room temperature, replacing the total volume of the exhausted solution with a fresh one every 12 h [32]. The obtained supernatants were analyzed for the exchanged cations (Na, K, Ca and Mg) using ICP-OES.
The ECEC evaluation was performed only with HDTMA-Br since previous experience [42] demonstrated, in the evaluation of the ECEC of clinoptilolite, phillipsite and chabazite samples that the influence of the selected surfactant (HDTMA-Br, HDTMA-Cl, CP-Cl and BC-Cl) on the results was negligible.

2.1.3. Functionalization of Natural Zeolite-Rich Tuffs

Samples of surfactant modified natural zeolite (SMNZ) were prepared using HDTMA-Br (CAS: 57-09-0; M = 320.00 g/mol; Sigma Aldrich; assay: >98.0%) and HDTMA-Cl (CAS: 112-02-7; M = 364.45 g/mol; Sigma Aldrich; assay: >97.0%) as surfactants. SMNZs were obtained under dynamic conditions by circulating a 20 mM surfactant solution through packed beds of PHI or CLI zeolite until the surfactant concentration in the effluent became constant. After that, solid and liquid phases were separated; then, the SMNZs were washed with distilled water to remove any excess of surfactant and dried at room temperature. In total, four samples were obtained, indicated as PHI-Br, PHI-Cl, CLI-Br and CLI-Cl.
On these prepared samples, the anion exchange capacity (AEC), which indicates the maximum amount of anions exchangeable by 1 g of SMNZ, was estimated. Accordingly, 2.5 g of SMNZs was put in contact for 3 days, under continuous stirring and at T = 25 °C, with a 100 mM KNO3 (CAS: 7757-79-1; M = 101.10 g/mol; Sigma Aldrich; assay: >99.0%) solution, changing and recovering the solution every 24 h. The actual AEC of the SMNZ samples was estimated from the HPLC analysis of the recovered solutions, verifying at the same time the stability of the bilayer by checking the possible release of HDTMA.

2.2. Ion Exchange Runs

2.2.1. Kinetics

The ion exchange kinetics for the chosen As(V) onto set composites were examined. For this purpose, stock solutions of KH2AsO4 (CAS: 7784-41-0; M = 180.03 g/mol; Sigma Aldrich, assay: >97.0%) in distilled water were prepared. Kinetic runs were conducted in batch conditions by contacting, under continuous mixing and at room temperature, 1 L of As(V) solution at an initial concentration of 100 mg L−1, with 1 g of each SMNZ in bromide and chloride form. At scheduled time intervals, 10 mL of the supernatant was withdrawn, centrifuged and the unloaded As(V) quantified by means of spectrophotometric assay. These concentrations were measured using ICP-OES (Perkin Elmer Optima 2100 DV).

2.2.2. Isotherms

Ion-exchange equilibrium data were also collected in batch, by contacting 1 g of Surfactant Modified Natural Zeolite-X (X = Br, Cl) with 30 mL solutions containing different amounts of KH2AsO4 (CAS: 7784-41-0, M = 180.03 g/mol, Sigma Aldrich, assay: >97.0%) at increasing concentrations ranging from 1 to 500 mg L−1, placed in 30 mL polyallomer centrifuge tubes. The samples were shaken at 25 °C for 24 h (that from kinetic experiments was found to be enough to reach equilibrium). Once equilibrated, samples were centrifuged, and the liquid was analyzed for As via ICP-OES. The pH of the As(V) solutions was checked during both kinetic and thermodynamic runs and was between 6 and 7, which indicates H2AsO4 and HAsO42− as the main species present, according to literature data about the dependence of the arsenic speciation on pH [15]. Nevertheless, the thermodynamic tests were repeated under three different pH conditions (4, 7 and 10), using a low As(V) concentration to not induce the saturation of the exchange capacity (AEC) and thus to be able to verify the effect of the pH which otherwise could be masked by higher concentrations, in order to identify the value that would maximize the anion uptake. pH was monitored with a pH meter (Thermo Scientific Orion Star A 211) and adjusted by adding suitable solutions whose effect on the exchange process can be considered negligible due to the very small amounts added.

2.3. Dynamic Runs

Besides the kinetic and thermodynamic characterization of the anionic exchange process, as previously described, some fixed-bed tests were performed in order to characterize the behaviour of the SMNZs under dynamic conditions, with the aim to estimate the dynamic exchange capacity, the selectivity and the efficiency of the removal process itself. Such tests were performed under severe conditions, i.e., an initial As concentration of 25 mg L−1 and a flow rate of 1 mL min−1, which would not necessarily correspond to real ones, but would give an indication of the ability of the material to remove the pollutant under practical operating conditions.
Each bed was prepared placing about 10 g of the modified zeolite sample, sieved at 35 × 50 mesh, in a glass column with an internal diameter of 10 mm, and repeatedly tapping it to tightly compact the grains. The final length of each bed after compaction was about 250 mm.
The experiments were carried out at room temperature (25 ± 2 °C) by feeding the column with a As(V) aqueous solution by means of a peristaltic pump (Pharmacia Fine Chemicals, P3) at a constant flow rate. Samples of the outlet solution were collected by means of a temporized sample collector (Pharmacia Fine Chemicals, PF3) and then analyzed for As(V) by ICP-OES. After exhaustion, and before a new eluting cycle, the SMNZ bed was regenerated using a solution of 1M of the suitable salt (NaCl (CAS: 7647-14-5; M = 58.44 g/mol; Sigma Aldrich; assay: >99.0%) or NaBr (CAS: 7647-15-6; M = 102.89 g/mol; Sigma Aldrich; assay: >99.0%)).

2.4. Modeling

To evaluate the arsenic uptake mechanisms of SMNZs, equilibrium and kinetic data were fitted by several mathematical models [44,45]. Model parameters were determined by non-linear regression using the Generalized Reduced Gradient Algorithm, based on the assumption that non-linear regression provides the best results in term of fitting [45,46].

2.4.1. Kinetics Modeling

As reported in literature [47,48], the kinetics of adsorption onto SMNZs generally follow a pseudo-first order (1) [49] or pseudo-second order (2) [50]. These models can be written as follow:
Q t = Q 0 ( 1 e K 1 t )
Q t =   K 2 Q 0 2 t 1 + K 2 Q 0 t
where Qt (mg g−1) is the amount of adsorbate loaded onto SMNZ as a function of time t (min), Q0 (mg g−1) is the adsorbate concentration at equilibrium, whereas K1 and K2 are the pseudo-first and the pseudo-second order kinetic constants, respectively.

2.4.2. Equilibrium Modeling

Concerning the equilibrium data, the Langmuir model is commonly used to quantify and compare the performance of different bio-mineral sorbents, such as SMNZs. On the other hand, Sips [51] and Toth [52] developed two more equations to model adsorption processes [44,53,54].
Langmuir (3), Sips (4) and Toth (5) equations are reported in the following:
S = S m K C e 1 + K C e
S = S m ( K C e ) n 1 + ( K C e ) n
S =   S m K C e [ 1 + ( K C e ) n ] 1 n
where S (mg g−1) is the amount of solute adsorbed by the solid at equilibrium conditions; Ce (mg L−1) is the concentration of As in solution at equilibrium; Sm (mg g−1) is the maximum adsorption capacity at equilibrium; K (L mg−1) is a constant related to the exchange energy, whereas n is a parameter related to heterogeneity of the system. If n = 1, both Sips and Toth reduce to Langmuir equations.

2.4.3. Dynamic Runs Modeling

The dynamic parameters were obtained by evaluation of the resulting S-shaped breakthrough curves. First of all, the length of the Mass Transfer Zone (MTZ), Lz—i.e., the zone of the packed column where the active anion exchange is supposed to happen under dynamic conditions (according to Michaels mathematical approach, m [55])—was estimated. Therefore, Lz can be computed from the following expression:
L z = L b   V t V b F V t ( 1 F )   V b
where Lb is the bed length, Vb is the breakthrough volume, Vt is the volume of the eluting solution at the bed exhaustion and F is the symmetry index of the breakthrough curve, defined as:
F   =   V b V t ( C 0 C ) dV C 0 ( V t V b )
Here, C0 and C are the initial and the actual concentrations of the ion entering the SMZ micelle, respectively. The integral at the numerator can be estimated from the breakthrough plot through the evaluation of the area delimited by the abscissa axis, the horizontal line denoting the value of the original ion concentration, the vertical line having equation V = Vb and the S-shaped curve. Given the uncertainty in evaluating the real values of Vb and Vt, the breakthrough and exhaustion volumes have been estimated, according to a consolidate practice, at 0.05 C0 and 0.95 C0.
The X-anion exchange capacity (X-AEC)—i.e., the exchange capacity of each sample under dynamic conditions (Ct)—was estimated in a similar way as described above, according to the following equation:
C t = 0 V t ( C 0 C ) d V m
where m is the mass of the exchanger. The Working Exchange Capacity (WEC or Cw)—that is, the profitable ion exchange capacity under the assumption that the maximum allowable concentration of the ingoing ion in the effluent is that reached at the breakthrough point—was estimated according to the following equation:
C w = 0 V b ( C 0 C ) d V m
Knowing Ct, Cw and the total anion exchange capacity (AEC), the dynamic selectivity (S), defined as the ratio between the X-AEC and the total AEC, which appraises the tuff preference in dynamic conditions for the ingoing anion, and the efficiency (E), namely the ratio between WEC and total AEC, can be easily calculated:
S = C t A E C
E = C w A E C
The breakthrough curves were also modeled by the Thomas equation [56], which is applicable to processes whose reaction kinetics are reversible and obey a second-order law and whose thermodynamics follow the Langmuir isotherm. The Thomas equation calculates the maximum solid phase concentration of the solute on the exchanger and the exchange rate constant for a continuous exchange process. The equation can be conveniently linearized as follows:
l n ( C 0 C ( t ) 1 ) = k T q 0 m Q k T C 0 Q V ( t )
where kT (L mg−1 min−1) is the Thomas rate constant, q0 (mg g−1) is the equilibrium amount of As ions per gram of the exchanger (that coincides with the X-AEC of the exchanger), Q is the eluent flow rate (L min−1), V(t) is the effluent volume (L) and m is the amount of exchanger in the column (g).

3. Results and Discussion

3.1. Sample Characterization

The XRPD patterns of CLI and PHI samples are reported in Figure 2A,B. The CLI sample contains clinoptilolite as the only exchanger phase, while the PHI sample is more heterogeneous, containing at least three zeolitic exchangers, mainly phillipsite with minor amounts of chabazite and analcime.
Quantitative X-ray analysis carried out using the RIR/Rietveld method supplied the following mineralogical composition: 79% clinoptilolite, 5% feldspar, 1% quartz, 15% clays minerals for CLI and 44% phillipsite, 4% chabazite, 10% analcime, 32% feldspar, 20% clays minerals for PHI, respectively. Concerning the clinoptilolite sample, XRPD analysis confirms that the sample consists of clinoptilolite as the only phase with exchange properties. Therefore, the CLI sample can be considered as a single exchanger containing only 21% of non-exchanging phase.
Concerning the PHI sample, the analysis underlined its heterogeneity, although phillipsite is the zeolite present in the maximum concentration. The second zeolite in order of abundance, the analcime, has a much denser microstructure than the other two (phillipsite and chabazite), which makes its contribution to the exchange process negligible, at least up to the end of our experiments. The last zeolitic phase, chabazite, is present in a very low concentration. This makes it possible to describe the PHI sample as a single exchanger phase with a Si/Al ratio of 2.38.
Table 1 reports the chemical analysis after acid digestion of the selected samples. Although it is a bulk analysis, it is possible to highlight how the CLI sample is mainly a potassic/calcic tuff, while PHI is a potassic/sodic/calcic tuff. This is perfectly in agreement with the genesis and origins of the two selected tuffs.
The CEC of the two samples was 1.97 meq g−1 and 2.03 meq g−1 for CLI and PHI, respectively. These relatively close values arise from the higher cation content of the phillipsite in the PHI sample that compensates for its amount, which is lower than that of clinoptilolite in the CLI sample. The ECEC values were 0.142 meq g−1 and 0.130 meq g−1, for CLI and PHI, respectively. Such values are for both materials roughly 1 out of 10 of the total exchange capacity, which accounts for the surface/bulk ratio of the tuff grains.
Finally, the AEC values obtained for the four samples are: CLI-Br = 0.142 meq g−1; CLI-Cl = 0.071 meq g−1; PHI-Br = 0.115 meq g−1; PHI-Cl = 0.058 meq g−1.
The data show the following evidence:
  • The AEC value of both HDTMA-Br modified samples is about equal to the ECEC values: this indicates that a double layered micelle is formed on the zeolite surface;
  • On the contrary, the AEC value of both HDTMA-Cl modified samples is lower than the ECEC values: in this case, a patchy bilayer is formed on the zeolite surface.
This demonstrates that the counterion affects the micelle formation more than the zeolite present in the sample: even if the genesis and structure of the two tuffs are different, the morphology of the zeolites present is almost the same, characterized by a rigid framework with internal channels oriented along two preferential directions (planar-like structure). This type of morphology, together with the high Si/Al ratio typical of these natural zeolites, leaves many free surfaces available to interact with large surfactant molecules, which, however, cannot access the most internal cationic sites of the zeolitic framework, but are able to micellize on the surface of the same tuffs. The obtained results are confirmed by previous experiments in which a clinoptilolite-rich sample coming from New Mexico was also used [31,42]. Lastly, through the HPLC analysis of the liquid phase, no release of HDTMA by SMNZs was found, at least under the conditions in which the AEC evaluation was performed. This indicates a fair stability of the surfactant zeolite system both in the case of patchy and complete bilayer formation. Moreover, already in previous works [37], it was pointed out that a loss in surfactant could occur in extreme stirring or washing conditions—a situation not applied in this research.

3.2. Ion Exchange Runs

3.2.1. Preliminary Runs

As previously pointed out, the effect of the pH on the removal process was checked, prior to further investigating the behavior of the SMNZs, by performing some preliminary tests at different pH values. In fact, it is well known that as the pH changes, both the surface charge of the SMNZ and the As speciation will change. The effect of pH on the As species uptake is reported in Figure 3 for CLI-Br and PHI-Br samples.
From the comparison of the equilibrium values obtained at different pH, it can be observed that the higher uptake occurs at pH = 7 for both SMNZs. These results, supported by literature data [41], seem to indicate that the SMZ is selective towards HAsO42− against H2AsO4, because the concentration of the former increases with the pH, while the positive charge (and consequently its ability to remove anions) of the SMZ decreases with the pH (actually, as previously reported [57], the point of zero charge (PZC) of the modified zeolites is around 8). The most favorable pH condition is then met when (at pH around 7) the higher amount of HAsO42− (the species with the greatest affinity towards the exchanger) is associated with the positively charged surface of the exchanger [41]. Concerning the CLI-Cl and PHI-Cl samples, similar results have been obtained (here not reported for the sake of brevity).

3.2.2. Kinetics of the Anion Exchange

Figure 4 shows the kinetics of the anion exchange of As species on CLI-Br, CLI-Cl (Figure 4A), PHI-Br and PHI-Cl (Figure 4B) samples. All the kinetics appear reasonably fast: the equilibrium conditions had already been reached after just 50 min. For each tuff, the HDTMA-Br modified sample is always more effective than the HDTMA-Cl modified one: for PHI-based SMNZ samples, the maximum loading of As for PHI-Br is 4.21 mg g−1, while for PHI-Cl is 1.20 mg g−1.
The same thing holds true for the clinoptilolite-based SMNZ samples: the maximum loading value for CLI-Br is 8.14 mg g−1, while the value for CLI-Cl is 4.52 mg g−1. These results confirm once again how the surfactant that has Br as a counterion generates a much more complete and compact micellar structure on the surface of the zeolite compared to the surfactant that has Cl as a counterion, which can generate only a patchy bilayer. This results in the greater AEC of both Br-based SMNZs, which is practically equal to the ECEC of the two samples, while the surface AEC of the samples modified with HDTMA-Cl is equal to half of the ECEC.
Moreover, clinoptilolite-based SMNZs can always remove more As than phillipsite-based ones. This could be justified by the ECEC of the former that is greater due to a higher amount of zeolite in the sample: the mineralogical analysis showed that while the clinoptilolitic tuff has a zeolite content of 79%, the phillipsitic tuff reaches a maximum of 58% (even if the analcime contribution to the exchange is very low). However, both the modified samples were not able, in any of the experiments, to exploit the totality of their AEC, as reported in Table 2, in which the AEC, for practical purposes, is reported as mg g−1 of exchangeable arsenic.
This evidence is once again justified by the steric hindrance and shape complexity of the As anions compared to the “simple” Br and Cl. Such complexity forces a rearrangement of the micelle (either bilayer or patchy bilayer) to allow the entrance of the As species into its structure. This micellar rearrangement prevents the complete exploitation of its anionic exchange sites, because, as already proven [32], the micellar structure is not perfectly flexible and has limited capacity to accommodate complex anions.
Kinetic exchange data were modeled with the pseudo-first and pseudo-second order equations (see Section 2.4.1). The results are shown in Figure 5 and Table 3.
From the characteristic parameters of the models, as well as from the trend of the model curves reported in Figure 5, it is clear how the kinetics of anion exchange are closer to a pseudo-second order trend, as also confirmed by the obtained values of R2.

3.2.3. Thermodynamics of Anion Exchange

Figure 6 shows the As species exchange isotherms in SMNZ-Br and SMNZ-Cl, obtained at pH = 7. The graphs show the equilibrium concentration of the ingoing cation in the solid phase (mg g−1) as a function of its equilibrium concentration in the liquid phase (mg L−1).
Isotherms data allow us to state that:
  • Samples obtained with the use of HDTMA-Br perform better than those obtained with HDTMA-Cl: concerning the phillipsite-rich tuff, maximum exchange is of 5.2 mg g−1 for PHI-Br and 1.2 mg g−1 for PHI-Cl, while for clinoptilolite-rich tuff, maximum exchange is 7.9 mg g−1 for CLT-Br and 4.6 mg g−1 for CLT-Cl. This is once again justified by what was previously verified about the micelle formation on the zeolitic surface: if the counterion that balances the positive charge of the nitrogenous head of HDTMA+ is Br, the micellar structure that is obtained on the zeolite surface is complete and compact (the bilayer has an anion exchange capacity, AEC, equal to its ECEC). If Cl is the counterion, the micellar structure that is generated is like a patchy bilayer (partial micelle structure), which has obviously less exchangeable anions with respect to the previous case.
  • Clinoptilolite modified samples perform better than phillipsite modified samples. This can be due to the different density of HDTMA in the micelle, that in turn depends on the Al on the surface of the zeolite: the higher (4.90) Si/Al ratio of clinoptilolite will produce a micelle sparser than that produced on the phillipsite surface (Si/Al ratio = 2.38). This allows a higher amount of complex anions such as HAsO42− and H2AsO4 to enter the micellar structure, as the micelle can better rearrange itself to accommodate them.
  • The As anion can only partially exploit the surface anionic exchange capacity of both SMNZs investigated. This is a direct consequence of what was stated earlier: the uptake of a complex anion forces a rearrangement of the micellar structure, which probably displaces some exchange sites and makes them unavailable for further exchange.
The equilibrium data were modeled with Langmuir, Sips and Toth equations—already described in the Materials and Method section (see Section 2.4.2). Figure 7 shows the results of these modelings, while Table 4 shows the significant parameters determined from each best fitting curve.
The modeling results show that the Toth model seems to be the one that made the experimental thermodynamic data dense; this is also confirmed by the values of R2, which are always higher for the Toth model. In any case, since the Langmuir isotherm is a two-parameter model that assumes adsorption on a defined number of sites that have the same affinity for the adsorbate, which forms a monolayer, and considering that the exchange of ions should not give multilayer formation, we will consider the Langmuir isotherm model as the most appropriate for our system.
Lastly, the data in the table confirm the maximum uptake values recorded by the thermodynamic tests in which the maximum value of removable As was 5.34 and 1.29 mg g−1 for the PHI-Br and PHI-Cl samples, respectively, and 7.86 and 4.87 mg g−1 for CLI-Br and CLI-Cl samples, respectively.

3.3. Dynamic Runs

Figure 8 reports the breakthrough curves for all investigated SMNZs. From the inspection of the plotted data, it is evident that all samples have a similar performance up to breakthrough, being able to treat about 20–30 bed volumes. In particular, the best and worst results were obtained for CLI-Br (30 bed volumes, 610 mL) and CLI-Cl (22 bed volumes, 440 mL), respectively, while PHI-based samples were quite insensitive to their anionic form (about 25 bed volumes, corresponding to about 490 mL).
Besides the treated volume up to breakthrough, the curves show different slopes, which indicate different mass transfer zones. Furthermore, in some case, a change in the curve slope is clear, especially in the case of PHI-based samples: such strange behavior can be due to another active phase (chabazite, analcime) which exchanges As, but at a slower rate.
To obtain a better estimation of the mass transfer zone, the calculation was performed on the curve data ranging from the breakthrough point up to the change of slope. Results are reported in Table 5: the PHI-based samples showed the shortest MTZ, while CLI-based the longest one.
Such evidence could be due to a faster diffusion of the As ions on the particles surface, allowed by a more dense micelle structure, as previously seen. Furthermore, the different amount of As (V) removed, if compared with the batch kinetic tests, could be due to the high elution rate selected for the present runs, higher than the diffusion rate and the exchange kinetics; thus not giving time to fully exploit the AEC of the tested SMNZs. The obtained values of the Thomas model k constant (see Table 6) are consistent with this hypothesis, being higher for PHI-based samples.
Among the four samples, PHI-Cl showed the best performances in terms of selectivity (0.24) and efficiency (0.15, Table 5): such values, although quite low, were obtained under severe conditions, and should be considered only for the sake of comparison among the four samples. The q values obtained from the Thomas model are also in very good agreement with the M-AEC obtained with the Michaels approach, except for the PHI-Cl sample, which suffers from a noticeable change in slope.

4. Conclusions

The present paper reports the results of an investigation of the possible use of surface-modified phillipsite- and clinoptilolite-rich tuffs as alternative ion exchangers for removing As from wastewater. Several surfactant-modified natural zeolite (SMNZ) exchangers were prepared by contacting tuff samples with HDTMA-Br or HDTMA-Cl solutions under continuous flow. On the obtained samples, the estimation of the anionic exchange capacity together with a kinetic and thermodynamic characterization was performed in batch conditions, while a fixed-bed test was also performed in order to characterize their behaviour under severe dynamic conditions.
The influence of pH on As removal was preliminarily investigated, showing that the best performances were obtained for neutral pH values. For each tuff, modification with HDTMA-Br produced samples with an exchange capacity higher than those modified with HDTMA-Cl, suggesting the formation of a complete and compact micellar structure, opposite to the patchy bilayer obtained on the samples modified with HDTMA-Cl. Kinetic tests demonstrated that As removal is in all cases reasonably fast: it reached 80% in 1 h and 100% in 2 h. Data modeling results suggested that the ion exchange process follows a pseudo-second order kinetic. The thermodynamic tests were satisfactorily modeled with the Langmuir equation, confirming the better performance of the Br-modified samples over the Cl-modified ones: the maximum amount of removable As was 7.86 mg g−1 for CLI-Br sample.
Moreover, the dynamic tests showed that every sample was able to treat at least 22 bed volumes: the CLI-Br sample showed the best performance (30 bed volumes), even if the PHI-Cl sample showed slightly higher efficiency and selectivity. Such results suggest a possible use of SMNZs as ion exchangers for the removal of As from wastewaters.
Lastly, as also verified in previous papers [32], there is a different selectivity on SMNZs for various anions present in waters. Therefore, it is important to study the effects of these possible interfering cations. However, in this first study, it was intended to verify only the removal efficiency of the As (V) by our modified zeolite supports (mainly as regards phillipsite rich-tuff). Future research, which have already begun, will be directed at verifying (with appropriate kinetic tests) the effect of the presence of other anionic species; this will certainly give us more complete information on the removal efficiency of our SMNZs.

Author Contributions

B.d.G.: Conceptualization, supervision, validation. P.A.: methodology and, formal analysis. B.L.: visualization and writing—original draft. B.G.: investigation and data curation. Antonio Peluso: investigation and, resources. D.C.: project administration and writing—review and editing. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Acknowledgments

The authors wish to acknowledge the European Union and the Campania Region for the financial support in the frame of the POR-FESR 2014-2020 Programme (IDRICA project—CUP B63D18000310007 SURF 18031BP000000001).

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Scheme of the zeolite surface modification: monolayer formation by ion exchange and formation of the bilayer (patchy or complete) by interaction between the surfactant hydrophobic tails.
Figure 1. Scheme of the zeolite surface modification: monolayer formation by ion exchange and formation of the bilayer (patchy or complete) by interaction between the surfactant hydrophobic tails.
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Figure 2. XRPD characterization of clinoptilolite-rich tuff (CLI) (A) and phillipsite-rich tuff (PHI) sample (B). CM = Clay Minerals, C = Clinoptilolite, P = Phillipsite, F = feldspar, Q = quartz, A = analcime.
Figure 2. XRPD characterization of clinoptilolite-rich tuff (CLI) (A) and phillipsite-rich tuff (PHI) sample (B). CM = Clay Minerals, C = Clinoptilolite, P = Phillipsite, F = feldspar, Q = quartz, A = analcime.
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Figure 3. Effect of pH on the As(V) uptake in CLI-Br and PHI-Br at T = 25 °C.
Figure 3. Effect of pH on the As(V) uptake in CLI-Br and PHI-Br at T = 25 °C.
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Figure 4. As exchange kinetics for PHI-based (A) CLI-based (B) Surface modified natural zeolites (SMNZs).
Figure 4. As exchange kinetics for PHI-based (A) CLI-based (B) Surface modified natural zeolites (SMNZs).
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Figure 5. Fitting of the As kinetics with a pseudo-first order (A) and pseudo-second order equation (B).
Figure 5. Fitting of the As kinetics with a pseudo-first order (A) and pseudo-second order equation (B).
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Figure 6. As exchange isotherms for SMNZ samples at a T = 25 °C.
Figure 6. As exchange isotherms for SMNZ samples at a T = 25 °C.
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Figure 7. As adsorption isotherms and best fitting Langmuir (A), Sips (B) and Toth (C) curves.
Figure 7. As adsorption isotherms and best fitting Langmuir (A), Sips (B) and Toth (C) curves.
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Figure 8. As breakthrough curves for PHI-Br (A), PHI-Cl (B), CLI-Br (C) and CLI-Cl (D) samples.
Figure 8. As breakthrough curves for PHI-Br (A), PHI-Cl (B), CLI-Br (C) and CLI-Cl (D) samples.
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Table 1. Chemical analyses of selected samples (oxide wt.%).
Table 1. Chemical analyses of selected samples (oxide wt.%).
CLI (%)PHI (%)
SiO269.7152.15
Al2O311.7418.56
Fe2O31.210.20
MgO0.310.20
CaO2.302.35
Na2O0.763.30
K2O4.417.54
H2O12.8015.73
Table 2. Anion exchange capacity (AEC), As uptake and exploited AEC% for SMNZ samples.
Table 2. Anion exchange capacity (AEC), As uptake and exploited AEC% for SMNZ samples.
SampleAEC [mg g−1]As Uptake [mg g−1]%AEC
PHI-Br8.624.2148.86
PHI-Cl4.351.2127.62
CLI-Br10.648.1476.51
CLI-Cl5.324.5284.97
Table 3. Kinetic parameters.
Table 3. Kinetic parameters.
SampleMathematical ModelParameters
K1 (min−1)K2 (g mg−1 min−1)Sm (mg g−1)R2
CLI-BrPseudo-first order0.143 7.70.995
Pseudo-second order 0.0258.20.995
CLI-ClPseudo-first order0.309 4.20.956
Pseudo-second order 0.1164.40.991
PHI-BrPseudo-first order0.068 4.10.984
Pseudo-second order 0.0184.60.981
PHI-ClPseudo-first order0.192 1.20.967
Pseudo-second order 0.2481.30.999
Table 4. Isotherms parameters.
Table 4. Isotherms parameters.
SamplesMathematical ModelParameters
K1 (L mg−1)nSm (mg g−1)R2
PHI-BrLangmuir 0.048 5.340.983
Sips0.0330.795.990.990
Toth0.0950.576.480.991
PHI-ClLangmuir 0.055 1.290.983
Sips0.0601.191.250.985
Toth0.0421.411.230.986
CLI -BrLangmuir 0.172 7.860.962
Sips0.1610.798.190.972
Toth0.2750.748.220.996
CLI-ClLangmuir 0.058 4.870.982
Sips0.0581.024.840.982
Toth0.0531.094.790.983
Table 5. Dynamic parameters from breakthrough curves.
Table 5. Dynamic parameters from breakthrough curves.
SampleMTZ, mmM-AEC, mg g−1WEC, mg g−1AEC, mg g−1SE
CLI-Br209.121.120.7310.640.110.07
CLI-Cl234.280.950.535.320.180.10
PHI-Br161.70.790.538.620.090.06
PHI-Cl141.041.030.664.350.240.15
Table 6. Thomas parameters from breakthrough curves.
Table 6. Thomas parameters from breakthrough curves.
Samplek, L/min/mgq, mg/gR2
CLI-Br2.52E-041.120.94
CLI-Cl2.83E-040.940.99
PHI-Br3.78E-040.790.95
PHI-Cl5.53E-040.860.92

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de Gennaro, B.; Aprea, P.; Liguori, B.; Galzerano, B.; Peluso, A.; Caputo, D. Zeolite-Rich Composite Materials for Environmental Remediation: Arsenic Removal from Water. Appl. Sci. 2020, 10, 6939. https://doi.org/10.3390/app10196939

AMA Style

de Gennaro B, Aprea P, Liguori B, Galzerano B, Peluso A, Caputo D. Zeolite-Rich Composite Materials for Environmental Remediation: Arsenic Removal from Water. Applied Sciences. 2020; 10(19):6939. https://doi.org/10.3390/app10196939

Chicago/Turabian Style

de Gennaro, Bruno, Paolo Aprea, Barbara Liguori, Barbara Galzerano, Antonio Peluso, and Domenico Caputo. 2020. "Zeolite-Rich Composite Materials for Environmental Remediation: Arsenic Removal from Water" Applied Sciences 10, no. 19: 6939. https://doi.org/10.3390/app10196939

APA Style

de Gennaro, B., Aprea, P., Liguori, B., Galzerano, B., Peluso, A., & Caputo, D. (2020). Zeolite-Rich Composite Materials for Environmental Remediation: Arsenic Removal from Water. Applied Sciences, 10(19), 6939. https://doi.org/10.3390/app10196939

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