Jennifer Pieter Soetardji†
a,
Jeannete Cindy Claudia†a,
Yi-Hsu Jub,
Joseph A. Hriljacc,
Tzu-Yu Chenc,
Felycia Edi Soetaredjo*a,
Shella Permatasari Santosob,
Alfin Kurniawanb and
Suryadi Ismadji*a
aDepartment of Chemical Engineering, Widya Mandala Surabaya Catholic University, Kalijudan 37, Surabaya 60114, Indonesia. E-mail: felyciae@yahoo.com; suryadiismadji@yahoo.com; Fax: +62 31 389 1267; Tel: +62 31 389 1264
bDepartment of Chemical Engineering, National Taiwan University of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei City 106, Taiwan, Republic of China
cSchool of Chemistry, University of Birmingham, Edgbaston, Birmingham B15 2TT, UK
First published on 25th September 2015
Natural and modified mordenite zeolites were used to remove ammonium ions from aqueous solution and Koi pond water. The zeolite modification was conducted using sodium hydroxide solutions of different strengths at 75 °C for 24 h. Langmuir, Freundlich, Sips, and Toth equations with their temperature dependent forms were used to represent the adsorption equilibria data. The Langmuir and its temperature dependent forms could represent the data better than the other models. The pseudo-first order model has better performance than the pseudo-second order model in correlating the adsorption kinetic data. The controlling mechanism of the adsorption of NH4+ from aqueous solution onto the natural zeolite and the one treated with 6 M sodium hydroxide solution was dominated by physical adsorption. The competition with other ions occurred through different reaction mechanisms so it decreases the removal efficiency of ammonium ions by the zeolites. For the treated zeolite, the removal efficiency decreased from 81% to 66.9%. A Thomas model can represent the experimental data for both adsorption of ammonia from aqueous solution or from Koi pond water.
| NH3 + H2O ↔ NH4+ + OH− | (1) |
The total concentration of the ionized ammonia (NH4+) and un-ionized ammonia (NH3) in water is defined as the total ammonia nitrogen (TAN), and at a certain concentration the un-ionized ammonia (NH3) is lethal for fish. The equilibrium concentration of ammonia in the water is affected by both the pH and temperature. At high pH, the equilibrium condition (eqn (1)) will shift towards the formation of ammonia, while at low pH the formation of ammonium ion (NH4+) is dominant. For aquatic biota such as fish, the ammonium ion is relatively non-toxic compared to the ammonia. Ammonia also predominates when temperature is high while the ammonium ion predominates at low temperature.
In the aquaculture industry the quality of water is the most important parameter for the continuation of the industry. One of the important parameters for the quality of water is TAN as it is the major nitrogenous waste product of fish and also results from the decomposition of organic matter. As a natural byproduct of fish metabolism, ammonia can accumulate easily in an aquatic system and it has the tendency to block the transfer of oxygen from gills to the blood nerve system and cause gill damage. The excess ammonia in water also destroys the mucous producing membrane in fish and damages the internal intestinal surfaces. The presence of excessive amounts of ammonia in the aquatic environment causes eutrophication.
A number of processes are currently available for the removal of TAN from the aquatic environment, and the most widely used process is the adsorption process. This process offers several advantages over other available processes, such as high removal efficiency, the adsorbent can be re-used, it can be applied for a wide range of concentrations, and is a cost effective process. One of the available natural adsorbents which is widely employed for the removal of ammonia from aquatic environment is a zeolite. A zeolite is a microporous aluminosilicate mineral which possesses a structure like a three-dimensional honeycomb with an overall negatively charged framework. The presence of hydrated alkali and/or alkaline earth cations (Na+, K+, Ca2+, Mg2+) in the pores of the aluminosilicate framework stabilizes the structure, and in the aquatic condition, these cations are also exchangeable with other cations from the solution.2,3
The disadvantage of using a natural zeolite as an adsorbent for the removal of NH4+ ion from aqueous solution is a low adsorption capacity; most have a value less than 10 mg g−1.4–10 The low adsorption capacity and removal efficiency are still the main problem for industrial application of natural zeolites in aquaculture, water and wastewater processes. In order to improve the adsorption capacity, a modification using a chemical treatment processes is necessary such as using an acid, alkali or salt.11–14 Microwave irradiation15 and heat treatment16 methods have also been employed to increase the adsorption capacity of natural zeolites. Leyva-Ramos et al.14 modified natural zeolite chabazite with sodium chloride to remove ammonium from aqueous solution and the result clearly indicates that chabazite enriched with Na+ is more preferentially exchanged by NH4+ than the other alkali cations. The modification using acid solution is seldom used because acid treatment causes de-alumination, the removal of Al3+ ions from the zeolite structure degrades it and decreases the ion exchange capacity.1
In this study a modification of natural mordenite with sodium hydroxide combined with a thermal treatment is investigated. To the best of our knowledge, this is the first of the use of such a modified zeolite as the adsorbent for removal of the ammonium ion from aqueous solution in an aquaculture system (Koi pond). Since the final goal of this study was to treat the ammonia from the Koi pond, therefore all of the adsorption experiments were conducted at a pH similar to the water of Koi pond system (6.5). The adsorption isotherms of ammonium ion onto natural and modified mordenite were obtained at three different temperatures (303.15, 308.15, and 313.15 K). The temperature-dependent forms of the Langmuir, Freundlich, Sips, and Toth equations were used to correlate the experimental adsorption data. The adsorption kinetics of ammonium ions onto the natural and modified zeolite was also studied. Well known pseudo first- and second-order kinetic models were employed to represent the kinetic data. The removal of ammonium ion from the Koi pond system was conducted in dynamic mode. The breakthrough adsorption performances were correlated by a Thomas equation.
The pore structures of NatZ, 1M-Z, 3M-Z, and 6M-Z were characterized by nitrogen sorption method. The nitrogen sorption measurements were carried out at boiling point of liquid nitrogen (77 K) on automated Micromeritics ASAP2010 sorption equipment. Prior to the analysis, the solid samples were degassed at 473.15 K for 24 h. The specific surface area of the samples were calculated by the Brunauer–Emmett–Teller (BET) method at a range of relative pressure of 0.05 to 0.3, while the total pore volume was determined at a relative pressure of 0.995.
![]() | (2) |
![]() | (3) |
The XRD patterns of NatZ and 6M-Z are given in Fig. 2. The identification of the mineral content by comparing to the standard of JCPDS 80-0642 indicates it consists mainly of mordenite. The modification of the natural zeolite using sodium hydroxide solution did not change or degrade the mordenite as seen in the XRD patterns in Fig. 2. This evidence clearly indicates that the sodium hydroxide modification exerted little or no influence on the crystallinity of the mordenite. The chemical composition of the natural zeolite and its modified form obtained from XRF analysis are summarized in Table 1. The increase of Na2O composition in modified zeolite indicates that the incorporation of exchangeable sodium ions to the natural zeolite occurred during the modification process. Partial exchange of several cations such as Ca2+, K+ and, to a lesser extent, Mg2+ with Na+ was observed. With increasing NaOH concentration, the amount of CaO decrease from 2.43 to 0.11%, while the composition of Na2O increase from 1.87 to 3.85%. The modification using 6 M NaOH almost completely transformed the Ca-zeolite into a Na-zeolite with, as stated earlier, no obvious change in crystallinity.
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| Fig. 2 XRD diffractograms of natural zeolite (NatZ) and its modified form (6M-Z) with the pattern reported for mordenite in the ICSD JCPDS database. | ||
| Element | % Weight | |||
|---|---|---|---|---|
| NatZ | 1M-Z | 3M-Z | 6M-Z | |
| SiO2 | 60.85 | 60.14 | 62.05 | 58.47 |
| Al2O3 | 11.78 | 12.03 | 12.6 | 13.41 |
| CaO | 2.43 | 1.92 | 0.93 | 0.11 |
| Fe2O3 | 2.07 | 2.02 | 2.01 | 1.78 |
| Na2O | 1.87 | 2.34 | 3.05 | 3.85 |
| K2O | 1.05 | 0.95 | 0.92 | 0.51 |
| MgO | 0.52 | 0.51 | 0.51 | 0.42 |
| Other | 19.43 | 20.09 | 17.93 | 21.45 |
As illustrated in Fig. 3, the modification of the natural zeolite using sodium hydroxide solution improved the porosity. The hysteresis loops in NatZ, 1M-Z, 3M-Z, and 6M-Z confirms the presence of mesopores in the pore structure. The BET surface area, micropore volume and total pore volume of the zeolites are summarized in Table 2. It can be seen that the micropores did not have significant contribution to the total pore since the values were almost equal to zero. The modification of zeolite using sodium hydroxide at 75 °C brought the formation of more mesopores due to the clearing of the pore channels and voids of the natural zeolite. The increased NaOH concentration also increased the formation of pores, leading to the increase of BET surface area and total pore volume as indicated in Table 2 and Fig. 3.
| Sample | SBET, m2 g−1 | Vmicro, cm3 g−1 | Vtotal, cm3 g−1 |
|---|---|---|---|
| NatZ | 30.2 | 0.002 | 0.116 |
| 1M-Z | 38.9 | 0.002 | 0.138 |
| 3M-Z | 49.5 | 0.002 | 0.153 |
| 6M-Z | 58.6 | 0.002 | 0.182 |
The Langmuir equation is one of the most widely used adsorption equations to correlate liquid phase adsorption experimental data of various systems. Based on the theory of the adsorption on a flat surface, Langmuir developed an adsorption model which has the form as follows
![]() | (4) |
qmax = q0max exp(δ(T0 − T))
| (5) |
![]() | (6) |
Parameter q0max represents the maximum adsorption capacity at a reference temperature T0, while temperature coefficient of expansion of the adsorbate is represented by parameter δ. The affinity constant of Langmuir equation at reference temperature and heat of adsorption are given by symbols K0L and E, respectively.
The second equation used in this study to represent the adsorption equilibria data is the Freundlich isotherm. This equation is the earliest known empirical adsorption equation and widely used for heterogeneous systems and reversible adsorption processes. The Freundlich isotherm has the form
| qe = KFCe1/n | (7) |
![]() | (8) |
![]() | (9) |
The Sips equation was developed for predicting adsorption in heterogeneous systems, and this model is a combination of the Langmuir and Freundlich adsorption isotherm. The advantage of Sips equation is it has a finite limit. The Sips equation can be written as follows:
![]() | (10) |
![]() | (11) |
![]() | (12) |
The parameter K0S is a measure of the affinity between the adsorbate and the adsorbent at the reference temperature, while n0 characterizes the heterogeneity of the system at reference temperature. The parameter η is a constant of Sips temperature dependent form.
The last model used in this study is the Toth equation. This equation was developed on the basis of potential theory and provides a good description of many systems with sub-monolayer coverage.21 Similar to Langmuir equation, Toth equation has finite saturation limit for high concentration and follows Henry's law at very low concentration.19
![]() | (13) |
The adsorption affinity of the Toth equation is given by parameter KTh (mg L−1)t, and t is a parameter represents the system heterogeneity. Both of these parameters are affected by temperature and can be written as:
![]() | (14) |
![]() | (15) |
Temperature has a pronounced effect on the removal capacity of the zeolite as shown in Fig. 5 for NatZ and 6M-Z. The uptake of NH4+ ions by both of the adsorbents decreased as the temperature increased. The main mechanism of the adsorption of NH4+ ions by the zeolite is ion exchange and the process can be written as
| NaxZ + xNH4+ ↔ (NH4)xZ + xNa+ | (16) |
In most cases, ammonium exchange onto a zeolite is an exothermic process,5,8,22 therefore the increase of temperature will shift the equilibrium condition towards endothermic, and less NH4+ ions adsorbed by the NatZ and 6M-Z.
Fig. 6 and 7 depict the adsorption equilibria of ammonium ions onto NatZ and 6M-Z at three different temperatures. The experimental data were fitted by temperature dependent forms of Langmuir, Freundlich, Sips, and Toth equations. The parameters of each model were obtained by the non-linear least-squares method, and the fitting was conducted for all the experimental data at various temperatures simultaneously using T0 = 298 K. The Toth equation with its temperature dependent forms failed to correlate the adsorption equilibria data of ammonium onto NatZ. The values of parameters of Langmuir, Freundlich, Sips, and Toth equations obtained from the fitting of the adsorption experimental data are summarized in Table 3. Since the Toth equation failed to represent the adsorption equilibria data of ammonium onto NatZ, it will be excluded for further discussions of the validity of the adsorption equations in representing the adsorption experimental data.
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| Fig. 6 Adsorption experimental data of ammonium ion into NatZ and the model fitted by: (a) Langmuir, (b) Freundlich, and (c) Sips. | ||
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| Fig. 7 Adsorption experimental data of ammonium ion into 6M-Z and the model fitted by: (a) Langmuir, (b) Freundlich, (c) Sips, and (d) Toth. | ||
| Isotherm model | Parameters | NatZ | 6M-Z |
|---|---|---|---|
| Langmuir | q0max (mg g−1) | 7.9462 | 53.9169 |
| δ (K−1) | 0.00203 | 0.00218 | |
| K0L (L mg−1) | 0.1111 | 0.4044 | |
| E (kJ mol−1) | 1.575 | 18.234 | |
| R2 | 0.9851 | 0.9882 | |
| Freundlich | K0F (mg g−1)(mg L−1)−n | 1.2505 | 1.676 |
| α/A0 | 0.029 | −0.0412 | |
| A0 | 37.82 | 36.63 | |
| R2 | 0.9835 | 0.9925 | |
| Sips | q0max (mg g−1) | 0.1166 | 0.5633 |
| δ (K−1) | 0.00251 | 0.00243 | |
| K0S (L mg−1) | 4.0834 | 7.0279 | |
| E (kJ mol−1) | 0.8499 | 10.36 | |
| n0 | 1.4735 | 1.333 | |
| η | −0.3281 | −1.8641 | |
| R2 | 0.9835 | 0.9724 | |
| Toth | q0max (mg g−1) | — | 528.567 |
| K0Th (L mg−1) | 5.3859 | ||
| E (kJ mol−1) | 31.327 | ||
| t0 | 0.4155 | ||
| η | −2.6879 | ||
| R2 | 0.929 |
Visually (Fig. 6 and 7), Langmuir, Freundlich, and Sips isotherm equations could represent the experimental data well with good value of R2 (Table 3). However, the decision of the suitability of the models in representing the experimental data should not be based on the visual appearance of the model or the value of R2 but should be based on the physical meaning of the parameters obtained through the fitting of the data. The parameter q0max in the Langmuir and Sips models and the parameter K0F in the Freundlich model represent the adsorption capacity of the adsorbent at 298 K. Since the values of adsorption capacity of NatZ and 6M-Z were in the range of the adsorption capacity of common zeolites,15,23 therefore, the value of parameter q0max and K0F of those models were physically consistent and reasonable.
The affinity parameter in the Langmuir and Sips models is expressed as K0L and K0S, respectively. This parameter measures how strong the adsorbate (ammonium ion) is attracted to the adsorbent (zeolite) surface. A higher value of the affinity parameter means more adsorbate molecules cover the adsorbent surface. The experimental results revealed that 6M-Z zeolite has better adsorption capability than NatZ as seen in Fig. 6 and 7. It indicates that 6M-Z zeolite had higher affinity value than NatZ. Based on the affinity parameter values listed in Table 3, all of three model used still capable to correlate the adsorption experimental data.
The parameter δ in the Langmuir and Sips equations is the temperature coefficient of adsorbate expansion. The value this parameter is specific for different component and independent with type of adsorbent.24 From Table 5, the fitted values of parameter δ of ammonium ion obtained from both adsorbents and equations were essentially constant and consistent with the value of most liquids and independent on the type of adsorbent. Therefore, the Langmuir and Sips models still had plausible reason for further discussion.
In the Freundlich and Sips models, the heterogeneity of a given system is represented by A0 (Freundlich) and n0 (Sips). The attachment and exchange of the sodium ion into the zeolite framework would increase the system heterogeneity, and therefore increase the A0 and n0 value. The inconsistency of the heterogeneity parameter values with the physical meaning of this parameter is observed as indicated in Table 3. Since both of the Freundlich and Sips models failed to predict a correct value, both of these are excluded in the subsequent discussion.
Fig. 6 and 7 show that the temperature had a negative effect on the amount of ammonium ion uptake by both of NatZ and 6M-Z. This phenomenon indicates that physical adsorption is more dominant than chemisorption. Comparing the heat of adsorption value (E) with adsorption bonding type is necessary to verify the adequacy of Langmuir isotherm model. An adsorption process can be classified into physical adsorption if the adsorption energy is less than 40 kJ mol−1 and chemisorption when the adsorption energy is between 40-80 kJ mol−1. In physical adsorption, increasing temperature would weaken the interaction between adsorbate and adsorbent therefore less amount of ammonium ion adsorbed onto zeolite. The fitted adsorption heat value in Langmuir model was found to be consistent with the theory. Accordingly, Langmuir model can represent the adsorption data better than any other models.
| q(t) = qe(1 − exp (−k1t)) | (17) |
While the pseudo-second order has the following form
![]() | (18) |
While k1 (h−1) and k2 (g mg−1 h−1) are time scaling factor for pseudo-first and pseudo second order, respectively. Time scaling factor describes how fast the system reaches the equilibrium.
The adsorption kinetic data of NH4+ onto NatZ and 6M-Z are given in Fig. 8 and 9. Fig. 8 depicts the experimental data and plots of pseudo-first order while the plots of pseudo-second order are given in Fig. 9. The fitted parameters of pseudo-first and pseudo-second order are given in Table 4. From Fig. 8 and 9 and Table 4, it can be seen that pseudo-first order gave better performance in representing the experiment kinetic data than pseudo-second order. The deviation of qe obtained from the fitting and experimental data in the pseudo first order is smaller than the pseudo-second order. Based on this evidence, the controlling mechanism of the adsorption of NH4+ from aqueous solution onto NatZ and 6M-Z was dominated by physical adsorption.
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| Fig. 8 Pseudo first order reaction kinetics for the adsorption of NH4+ ion on (a). NatZ and (b). 6M-Z. | ||
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| Fig. 9 Pseudo second order reaction kinetics for the adsorption of NH4+ ion on (a) NatZ and (b) 6M-Z. | ||
| T (K) | Pseudo-first order | Pseudo-second order | ||||
|---|---|---|---|---|---|---|
| k1 (h−1) | qe (mg g−1) | R2 | k2 (g mg−1 h−1) | qe (mg g−1) | R2 | |
| Using natural zeolite as adsorbent | ||||||
| 303 | 0.2399 | 2.9457 | 0.9785 | 0.0485 | 4.0609 | 0.9691 |
| 308 | 0.1929 | 2.9243 | 0.9602 | 0.0335 | 4.2665 | 0.9525 |
| 313 | 0.1837 | 2.7522 | 0.9656 | 0.0326 | 4.0744 | 0.9580 |
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||||||
| Using modified zeolite as adsorbent | ||||||
| 303 | 0.4102 | 20.7974 | 0.9796 | 0.0167 | 25.6145 | 0.9644 |
| 308 | 0.3764 | 20.3851 | 0.9733 | 0.0147 | 25.5650 | 0.9568 |
| 313 | 0.3480 | 20.1977 | 0.9698 | 0.0130 | 25.7437 | 0.9550 |
Depending on the adsorption mechanism, the time scaling parameter k1 in pseudo-first order and k2 in pseudo-second order is also as a function of temperature. At a temperature higher than 30 °C, the physical adsorption gave a quite dominant effect in the adsorption of NH4+ onto NatZ and 6M-Z. In both kinetic models, the value of this time scaling parameter decreased with increasing of temperature, obviously, the higher temperature of the system, the longer time was needed for the system to reach equilibrium state.
The water analysis of the Koi pond before and after zeolite adsorption is given in Table 5. It can be seen that the adsorption in this real system also involved the adsorption of other ions. The competition with other ions occurred through different reaction mechanisms so it decreases the removal efficiency of ammonium ions by the zeolites. For 6M-Z zeolite, the removal efficiency decrease from 81% to 66.9%. The comparison of the adsorption capacity of sodium hydroxide modified zeolite mordenite with other zeolite adsorbents toward the ammonium ion is given in Table 6. From this table it can be seen that the sodium hydroxide modified zeolite mordenite has better ammonium adsorption capacity than other zeolites.
| Original | NatZ | 1M-Z | 3M-Z | 6M-Z | |
|---|---|---|---|---|---|
| pH | 6.5 ± 0.0 | 6.5 ± 0.0 | 6.5 ± 0.0 | 6.5 ± 0.0 | 6.5 ± 0.0 |
| Alkalinity total as CaCO3, mg L−1 | 121 ± 4.1 | 121 ± 3.2 | 120 ± 5.5 | 121 ± 3.8 | 119 ± 2.1 |
| CO32− as CaCO3, mg L−1 | 1.21 ± 0.04 | 1.21 ± 0.06 | 1.18 ± 0.05 | 1.11 ± 0.05 | 1.05 ± 0.03 |
| Fe2+, mg L−1 | 0.12 ± 0.01 | 0.11 ± 0.01 | 0.11 ± 0.02 | 0.08 ± 0.01 | 0.06 ± 0.0 |
| Mn2+, mg L−1 | 0.01 ± 0.0 | 0.01 ± 0.0 | — | — | — |
| Cl−, mg L−1 | 4.50 ± 0.08 | 4.42 ± 0.05 | 4.34 ± 0.07 | 4.24 ± 0.09 | 4.14 ± 0.21 |
| SO42−, mg L−1 | 3.74 ± 0.14 | 3.69 ± 0.10 | 3.61 ± 0.09 | 3.43 ± 0.11 | 3.11 ± 0.23 |
| NO3−, mg L−1 | 0.09 ± 0.0 | 0.08 ± 0.0 | 0.07 ± 0.01 | 0.02 ± 0.0 | — |
| Total ammonia, mg L−1 | 4.20 ± 0.17 | 3.91 ± 0.13 | 3.25 ± 0.20 | 2.61 ± 0.05 | 1.39 ± 0.06 |
| NO2−, mg L−1 | 0.01 ± 0.0 | — | — | — | — |
| PO43−, mg L−1 | 0.15 ± 0.01 | 0.14 ± 0.02 | 0.12 ± 0.01 | 0.11 ± 0.01 | 0.08 ± 0.01 |
![]() | (19) |
The zeolite used for the breakthrough curve experiments was 6M-Z. The breakthrough curves of the adsorption of NH4+ from aqueous solution and from Koi pond water are given in Fig. 10. The symbols represent the adsorption data while the solid lines represent the Thomas model. From this figure it can be seen that the Thomas model can represent the experimental data well for both system. The values of parameters KTh and qmax for adsorption of NH4+ from the aqueous solution are 0.0082 mL min−1 mg−1 and 45.47 mg g−1, respectively, while for the real system (Koi pond water) the values are KTh and qmax of 0.0080 mL min−1 mg−1 and 38.40 mg g−1, respectively.
The Thomas parameter KTh for both systems is essentially the same, this parameter represents the interaction between adsorbent and adsorbate in a dynamic system. Since the breakthrough experiments for both systems were conducted at the same operating conditions (temperature, initial concentration, column diameter, and amount of adsorbent) it is not surprising that the parameter of KTh for both systems should be the same. As mentioned before, the parameter qmax represent the adsorption capacity of the adsorbent, the fitted value of qmax for adsorption of NH4+ from aqueous solution is higher than from the Koi pond water. As seen in Table 5, the Koi pond water contains other ions besides NH4+. During the adsorption of NH4+ in the packed bed column the competition for active sites or for exchangeable cations (especially Na+) occurred; therefore less NH4+ could be adsorbed/exchanged on the surface of 6M-Z. The breakthrough condition was achieved after 800 min.
Footnote |
| † These authors contribute equally. |
| This journal is © The Royal Society of Chemistry 2015 |