Kinetic Study of the Adsorption of Natural Organic Matter From Aqueous Solution by Surfactant Modified Zeolite

AUTHORS

Mehdi Vosoughi Niri 1 , * , Amir Hosein Mahvi 2 , 3 , Mohammad Javad Mohammadi 1 , 4 , Afshin Takdastan 1 , Amir Zahedi 1 , Bayram Hashemzadeh 5

1 Department of Environmental Health Engineering, School of Public Health, Ahvaz Jundishapur University of Medical Sciences, Ahvaz, IR Iran

2 Department of Environmental Health Engineering, School of Public Health, Tehran University of Medical Sciences, Tehran, IR Iran

3 National Institute of Health Research, Tehran University of Medical Sciences, Tehran, IR Iran

4 Razi Hospital, Ahvaz Jundishapur University of Medical Sciences, Ahvaz, IR Iran

5 Department of Environmental Health, Khoy School of Nursing and Public Health, Urumia University of Medical Sciences, Urumia, IR Iran

How to Cite: Vosoughi Niri M, Mahvi A H, Mohammadi M J, Takdastan A, Zahedi A, et al. Kinetic Study of the Adsorption of Natural Organic Matter From Aqueous Solution by Surfactant Modified Zeolite, Jundishapur J Health Sci. 2015 ; 7(3):e29867. doi: 10.17795/jjhs-29867.

ARTICLE INFORMATION

Jundishapur Journal of Health Sciences: 7 (3); e29867
Published Online: July 25, 2015
Article Type: Research Article
Received: May 10, 2015
Revised: June 7, 2015
Accepted: June 13, 2015
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Abstract

Background: The presence of natural organic matter (NOM) in raw water sources is unfavorable and has long been a problem for water supply industries. Natural zeolite is a low cost material that can be found in nature. Zeolite can be modified and used for removal of NOM from aqueous solutions.

Objectives: In this study, for the first time, the efficiency of modified natural Iranian zeolite obtained from Semnan mines was investigated for removal of NOM from aqueous solution.

Materials and Methods: In this study, batch studies were set up to evaluate the effects of initial pH, contact time and also the initial NOM concentrations on adsorption behavior. The effective initial pH values were in acidic ranges for adsorption of the NOM by surfactant modified zeolite (SMZ). Kinetic studies showed that the adsorption of NOM by SMZ was a gradual process.

Results: The batch kinetics experiments showed that NOM adsorption by the adsorbents followed the pseudo-second order model. Results showed that the acidic pH is optimum for adsorption of NOM by SMZ.

Conclusions: The findings of this study show that natural zeolite modified with sodium dodecyl sulfate, as a cationic surfactant, is a promising adsorbent for removal of NOM.

Keywords

Natural Organic Matter Adsorption Kinetics Zeolites Sodium Dodecyl Sulfate

Copyright © 2015, Ahvaz Jundishapur University of Medical Sciences. This is an open-access article distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/) which permits copy and redistribute the material just in noncommercial usages, provided the original work is properly cited.

1. Background

Humic compounds are considered the most portion of natural organic matter (NOM) found in many surface water sources (1-3). Natural organic matter is one of the main components of organic matter, which form the major portion of dissolved organic materials. The NOM components are an anionic molecule with surface functional groups as carboxylic and phenolic groups (2, 4, 5). High concentrations of NOM may cause harmful compounds in treated drinking water. The presence of NOM in raw water sources is unfavorable and has long been a problem for water supply system industries. Particularly, NOM affects the quality of drinking water in several points. Color is an important esthetic drinking water quality (6, 7). In addition, NOM can bind synthetic organic pollutants (such as pesticides) and heavy metals and result in transport of them through the treatment units and distribution network (5, 8-10). Also, as a matter of the presence of high concentrations of NOM in raw water, chlorination of raw water can result in disinfection by-products (DBPs) such as trihalomethanes (THMs) during the chlorination process (1, 5, 8). Therefore, the removal of NOM from drinking water resources is so important. There are various methods for removal of NOM from raw water such as membrane processes (nanofilters and reverse osmosis), chemical coagulation and precipitation, advanced oxidation and adsorption (9-13). Among the above-mentioned processes, adsorption is the most applicable and acceptable method. Many different adsorbents including activated carbon, resin, unburned carbon, chitosan, and surfactant modified bentonite have been applied for synthetic humic acid removal (8, 14-16). In recent years, also the natural zeolite has been studied for removal of various pollutants from water and wastewater. Natural zeolites are hydrated aluminosilicates with structure by tetrahedrons silicon tetraoxide (SiO4) and tetra oxide aluminum (AlO4) including water molecules, alkali and alkaline earth metals in their structures (1, 17). In this regard, natural zeolites generally can exchange cations instead of anions, which making them appropriate for surface modification by cationic surfactant (3, 8). Cationic surfactant comprising the positive groups can readily exchange its group with the exchangeable cations on the external surface of zeolite, which results in improving the adsorption capacity (1, 18-21). To our knowledge, no studies have been examined in relation to NOM sorption on modified zeolite by Sodium Dodecyl Sulfate (SDS). It should be mentioned that zeolites from different sources have different characteristics, which can affect their adsorption potential for different types of zeolite.

2. Objectives

In this study, the efficiency of modified natural Iranian zeolite obtained from Semnan mines for the first time was investigated for removal of NOM from aqueous solution.

3. Materials and Methods

3.1. Materials

The natural zeolite was purchased from Afrazand Co. Ltd. The surface morphology of the zeolite was analyzed using the scanning electron microscopy technique (XL30Philips Holland). X-ray fractionation (XRF) (PW 2404 Philips Holland) and X-ray diffraction (XRD) (Philips-XPERT) techniques were used to analyze the chemical composition and the crystallinity phase of the zeolite samples, respectively. The NOM sodium salt was obtained from Sigma-Aldrich Company. Sodium dodecyl sulfate was purchased from Merck Company, Germany. The NOM solution samples were real and collected from Tehran Latiyan dam. Other chemicals used in this study were obtained from Merck Company, Germany.

3.2. Preparation of Adsorbent

The zeolite tuff was ground and sieved by 0.21 - 0.3 mm American society for testing and materials (ASTM) sieves. The milled zeolitic tuff was washed for several times to remove inorganic impurities; then, for dissolution of salts, the zeolite tuff was completely soaked in deionized water for 24 hours. To eliminate organic materials in the zeolite, it was then dried at temperature above 250°C in an oven for 24 hours (22, 23).

3.3. Cationic Form of Zeolite

Before the modification of the zeolite surface with the surfactant, in order to make monotonous adsorption sites on the zeolite surface with sodium, 10 g of the zeolite was added to each conical flask containing 100 mL sodium chloride solution of 2 Molar concentration. Then the conical flasks were shaken by an incubator shaker (150 rpm; 20°C) for 24 hours (22, 24). To prevent the possible intervention of the chloride anions in the modification of the zeolite, samples were washed several times with distilled water to remove the remaining chloride. The residual chloride in the supernatant of the premodified samples was determined by silver nitrate (AgNO3) using the argentometry method (25). Finally, the samples were dried in oven at 50°C for 24 hours (17).

3.4. Surfactant Modification of Zeolite

The zeolite surfactant modification can improve the adsorption capacity. A monolayer will be formed when the surfactant concentration is equal or less than its critical micelle concentration (CMC). The surfactant molecules will form a bilayer of surfactant on the surface of the zeolite if the surfactant concentration in a solution exceeds the CMC (26). The surfactant modification of the zeolite makes a hydrophobic environmental conditions for the partitioning of the organic molecules with low polarity and high molecular weight (27). The critical micelle concentration of SDS is 1.8 mmol/L (22, 24). In order to determine the effect of surfactant concentration on adsorption of NOM, three initial concentrations of SDS surfactant (0.5, 1.8 and 20 mmol/L) were selected which are in lesser, equal and higher concentrations than the CMC of the surfactant for modification. For preparation of modified zeolite, 10 g of prepared cationic zeolite were put into a 200 mL conical flask containing 100 mL of different concentration of SDS (0.5, 1.8 and 20 mmol/L). Then the flasks were shaken in an incubator shaker (20°C, 150 rpm) for 24 hours. The solid was washed with distilled water repeatedly until no bromine (Br-) was detected by AgNO3 solution, and then it was dried in an oven at 50°C for 24 hours (22, 24). The zeolite modified with 0.5, 1.8 and 20 mmol/L of SDS solutions were named as SMZ1, SMZ2 and SMZ3, respectively.

3.5. Adsorption Experiments

To compare the efficiencies of NOM removal with different types of modified adsorbents, 100 mL of constant concentration of NOM was poured into a conical flask, and then a fixed dose (0.08 g/L) of different adsorbents was added to each flask. The solutions were shaken at the equilibrium time. The removal percentage of NOM was calculated by using Equation 1. The adsorbent with higher adsorption toward NOM was chosen for using in the next experiments. All the adsorption experiments were carried out in a batch system. A stock solution of 1000 mg/L of NOM was prepared by dissolving special amounts of NOM in distilled water. This solution was diluted to obtain the required solutions. The Kinetics of the adsorption were determined by analyzing the adsorption of the NOM at different time intervals. Total organic carbon (TOC) analyzer (TOC-VCSH, Shimadzu, Japan) was used to analyze NOM in the aqueous solutions. The effect of different doses of the adsorbent, which were ranging from 0.2 g/L to 1.2 g/L was examined. The influence of initial pH was studied in various ranges (3 - 11). Also, 0.1 normal hydrochloric acid (HCl) and sodium hydroxide (NaOH) prepared from the analytic grade chemicals were used for the pH adjustment. The removal percentage of NOM was calculated using the Equation 1.

Equation 1.

Where C0 and Ct are the initial and residual concentrations of NOM (mg/L), respectively.

Blank samples were used as control for each series of the experiments. The amount of adsorbed NOM on SMZ was calculated using Equation 2.

Equation 2.

Where C0 and Ce are the initial and equilibrium liquid- phase concentrations of NOM, respectively (mg/L), V is the volume of the solution (L), and M is the weight of the used adsorbent (g) (20).

4. Results

The XRD pattern showed that clinoptilolite was the main component of the zeolitic tuff. The surface of the natural zeolite was observed using a scanning electron microscope (SEM) device. The chemical compositions of the zeolite are given in Table 1. The cation exchange capacity and external cation exchange capacity of the natural zeolite were determined to be 1.85 meq/g and 0.205 meq/g, respectively.

Table 1. Chemical Composition of Natural Zeolite a
ComponentSiO2Al3O2Na2OMgOP5O2SO3K2OCaOTiO2Fe2O3SrZrLoss by Ignition
W/w, %69.32110.4752.2240.410.020.0454.0281.2890.1910.6620.02811.270.017

a Abbreviations: Al3O2, aluminium oxide; CaO, calcium oxide; Fe2O3, iron oxide; K2O, potassium oxide; MgO, magnesium oxide; Na2O, sodium oxide; P5O2, penta phosphorous oxide; SiO2, silicon dioxide; SO3, sulfur trioxide; Sr, strontium; TiO2, titanium dioxide; and Zr, zirconium.

4.1. Effect of Different Types of the Modified Zeolite

According to the results, the SMZ3 as the zeolite loaded with a surfactant concentration greater than CMC has higher capacity to adsorb NOM; therefore, among the other types of the adsorbents, SMZ3 was chosen as the best adsorbent and used for the next experiments.

4.2. Contact Time and Initial Concentration

Figure 1 illustrates the effect of contact time and initial concentration on the adsorption of NOM by SMZ3. To assess the effect of contact time and initial concentration of NOM, a fixed dose of SMZ3 at pH = 7 was used for each concentration of NOM.

Effect of Contact Time and Initial Concentration on Natural Organic Matter (NOM) Removal Efficiency (pH = 7, Adsorbent Dose = 0.8 g/L)
Figure 1. Effect of Contact Time and Initial Concentration on Natural Organic Matter (NOM) Removal Efficiency (pH = 7, Adsorbent Dose = 0.8 g/L)

4.3. Effect of pH

Figure 2 shows that the NOM removal efficiency increases with decreasing the pH values. The acidic pH was found to be an optimum pH for NOM adsorption onto SMZ3.

Effect of pH on Natural Organic Matter (NOM) Removal Efficiency (Adsorbent Dose = 0.8 g/L, t = 300 minutes)
Figure 2. Effect of pH on Natural Organic Matter (NOM) Removal Efficiency (Adsorbent Dose = 0.8 g/L, t = 300 minutes)

4.5. Adsorption Kinetics

The pseudo-first order of Lagergren is one of the most widely used equations for sorption of solute from a liquid solution (28, 29). The differential pseudo-first order equation is as follows (Equation 3).

Equation 3.

Where qt and qe are the amounts of the NOM adsorbed (mg/g) at time t and at equilibrium time, respectively and k1 is the rate constant of adsorption (min-1). The integration of Equation 3 with the initial condition, qt = 0 at t = 0 leads to Equation 4:

Equation 4.

Ho’s pseudo-second order kinetic model: The differential equation is expressed as Equation 5 (18). Figure 3 shows the plot of lined form of pseudo-first order kinetic at all concentrations of NOM.

Equation 5.

Where K2 is the equilibrium rate constant calculated for the pseudo-second order adsorption model (gmg-1min-1). Integrating Equation 5 for the boundary condition qt = 0 to qt at t = 0 to t, gives Equation 6:

Pseudo-First Order Kinetics for Natural Organic Matter (NOM) Adsorption by Surfactant Modified Zeolite 3 (SMZ3) (Adsorbent Dose = 0.8 g/L, pH = 7)
Figure 3. Pseudo-First Order Kinetics for Natural Organic Matter (NOM) Adsorption by Surfactant Modified Zeolite 3 (SMZ3) (Adsorbent Dose = 0.8 g/L, pH = 7)
Equation 6.

Where h is the initial sorption rate, which can be obtained from the intercept, K2 is the equilibrium rate constant calculated for the pseudo-second order adsorption model (g mg-1min-1)

5. Discussion

5.1. Effect of Contact Time and Initial Concentration

The experiments showed that the removal efficiency of NOM on the zeolite surface increased gradually, by increasing of the contact time. The adsorption of AH was faster in initial stages then became slow and finally reached to equilibrium at approximately 150 minutes. Figure 1 represents that the removal efficiency of NOM depends on the initial concentration of AH in the solution. At the equilibrium time, by increasing the initial concentration of NOM from 5 to 50 mg/L, the removal efficiency increased from 40% to 93%. It was observed that the removal efficiency of NOM was increased with the increase in the contact time for all initial NOM concentrations. These observations show that initial NOM concentration has no effect on required time for equilibrium. During the initial stages, many numbers of vacant sites are accessible on the surface of the adsorbent; therefore, the adsorption rate of NOM is relatively high. The adsorption process becomes less efficient due to the gradual occupancy of these sites. With increasing the time, the occupation of the remaining vacant sites due to increased repulsive forces between NOM and bulk solution is more difficult. These results are consistent with the other similar studies (8, 30).

5.2. Effect of pH

According to literature, electrostatic interaction may be significant mechanisms for NOM adsorption onto SDS modified zeolite with bilayer coverage, in addition to hydrophobic interaction and hydrogen bonding (18, 30). Since the surface charge of SDS modified zeolite with bilayer coverage is positive, this will favor the adsorption of negative charge ions of NOM (18). HA, fulvic acid, and tannic acid are the principal components of NOM, and are anionic hydrophobic macromolecules and have functional groups comprising the weakly acidic functional groups. At lower pH states, most of the weakly acidic functional groups uncharged conditions; and therefore, more adsorbable by SMZ (30, 31). Also, the increase of solution pH leads to the increase of the competitions between the hydroxyl ion and the ionized NOM molecule for the same positively charged adsorption sites on the surface of SMZ3, which causes a decreased NOM adsorption capacity (15, 18). In addition, it is noticeable that NOM molecular size may increase from a spherical structure form at low pH to a linear structure form at high pH, which also indicates the reduction of NOM adsorption at increased pH values (15, 17). Many studies have reported the similar results for other adsorbents (32-34). The aim of this study was to use the acquired experimental data for application in the water treatment where the pH of the water is in the range of 5 - 7. Therefore, we decided to use these pH ranges in our experiments.

5.3. Kinetics

The pseudo-first order model: the intercept and slope of Figure 3 were used to determine the values of equilibrium adsorption capacity qe and pseudo-first order rate constant k1, respectively (29, 35). The calculated rate constant, experimental and calculated qe and corresponding correlation coefficient values were presented in Table 2. It was also observed that correlation coefficients (r2) were relatively low for all NOM concentrations. The calculated qe values for pseudo-first order kinetic did not agree with experimental values very well (Table 2). These results showed no applicability of the pseudo-first order model in foretelling the kinetics of NOM adsorption onto the SMZ3.

Table 2. Pseudo-First and Pseudo-Second Order Adsorption Rate Constants and the Calculated and Experimental Qe for Adsorption of Natural Organic Carbon (NOM) onto Surfactant Modified Zeolite 3 (SMZ3)
Kinetic ModelsExperimentalPseudo First OrderPseudo Second Order
Concentration qe (exp)(mg/L)K1 (min-1)qe (mg/g)r2K2 (g mg-1min-1)qe (mg/g)r2
5 mg/L50.0115151.860.9350.069595.90.993
10 mg/L11.450.00690950.9050.005911.50.998
20 mg/L220.00690912.70.9260.0013210.993
30 mg/L24.30.006909140.9240.001923.50.997
50 mg/L320.00460613.50.9160.002231.60.994

The pseudo-first order model: Equation 6 can be arranged to obtain linear form (Equations 7 and 8)

Equation 7.
Equation 8.

The qe is obtained from the slope of the plot of t/qt against t (Figure 4), K2 can be calculated from the value of the initial sorption rate. The calculated qe values agreed very well with the experimental data (Table 2). The correlation coefficients (r2) for the pseudo-second order kinetic model were higher than 0.99 for all concentrations. These indicated that the adsorption of NOM from solution onto SMZ3 obeys the pseudo-second order kinetic model. Same results were observed in other studies (18).

Pseudo-Second Order Kinetics for Natural Organic Matter (NOM) Adsorption onto Surfactant Modified Zeolite 3 (SMZ3) (Adsorbent Dose = 0.8 g/L, pH = 7)
Figure 4. Pseudo-Second Order Kinetics for Natural Organic Matter (NOM) Adsorption onto Surfactant Modified Zeolite 3 (SMZ3) (Adsorbent Dose = 0.8 g/L, pH = 7)

The results showed that SMZ can be used as low-cost adsorbent for adsorption of NOM from aqueous solution. Adsorption of NOM by SMZ was enhanced at acidic pH levels. For SMZ with SDS bilayer coverage, the NOM adsorption process followed reasonably well a pseudo-second order kinetic model. Results from this study indicate that the SDS-modified natural zeolite with surfactant bilayer coverage is a favorable adsorbent for the removal of NOM from aqueous solutions. It is better to mention that some limitations in preparing SMZ may be rise up such as foam making during treating. This research was carried out in lab scale, while it should be done in real water treatment plants. In this study, the authors didn’t study the recovery of SMZ but the thermal regeneration was considered as a probable approach.

Acknowledgements

Footnotes

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