© 2025 The authors. This article is published by IIETA and is licensed under the CC BY 4.0 license (http://creativecommons.org/licenses/by/4.0/).
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In recent years, the removal of dyes from wastewater via adsorption has attracted significant interest, particularly in the development of high-performance and low-cost sorbents that function effectively in both acidic and basic solutions. The goal of the present study was to synthesize a high-performance sorbent by modifying Iraqi red kaolin clay (IRK) with cetyltrimethylammonium bromide (CTAB), exchanging the interlayer of the clay to produce a hydrophobic material (CTAB-IRK) for the elimination of methylene blue (MB). Additionally, the adsorption of MB dye by CTAB-IRK was studied, focusing on the impact of agitation time, sorbent dosage, initial MB concentration, shaker speed, and pH on the adsorption mechanism. M MB removal efficiency remained stable (87.8–98.7%) over a pH range of 2 to 10. The surface modification with CTAB enhanced the hydrophobicity and adsorption capacity of IRK, facilitating MB removal. The optimum removal efficiency (100%) was achieved with an agitation time of 120 min, a dosage of 0.05 g/100 mL, pH 7, a shaker speed of 200 rpm, and an MB concentration of 50 mg/L. The Freundlich isotherm model (R²=0.926) accurately represented the isotherm data with maximum adsorption capacity of 833.33 mg/g, while the pseudo-second-order model was more applicable with kinetic data.
methylene blue, modified kaolin, super-sorbents, cetyltrimethylammonium bromide
High dye concentrations in water lead to an increase in chemical oxygen demand (COD) and limit light penetration, negatively impacting aquatic ecosystems [1]. Methylene blue (MB) is a cationic dye used to color cotton and silk, and its presence in water can cause heart problems, shock, and vomiting [2]. The low biodegradability of MB makes its presence in wastewater more harmful, necessitating its removal [3]. MB is a synthetic dye widely utilized across various industries, including textiles, paper, leather, and pharmaceuticals [4, 5]. Several techniques are being developed for eliminating dyes from industrial wastewater biological treatment [6], chemical oxidation [7], coagulation-flocculation [8], membrane processes [9], ion exchange [10], photocatalytic degradation [11] and sorption [12]. Among various treatment methods, sorption stands out as the most commonly used due to its simplicity in design, cost-effectiveness, and environmental friendliness compared to other techniques. However, pH control often increases operational costs due to the need for additional chemicals, equipment, and continuous monitoring. Therefore, preparing sorbents that can effectively function in both acidic and basic conditions can significantly reduce costs in treatment systems. Numerous studies have explored the use of different sorbents to eliminate MB from wastewater such as tea stem [13], molasses waste [14], wheat bran sawdust [15], rice husks [16], and different types of sludge [17], but all studies worked in specific pH values. Therefore, the development of low-cost sorbents that work effectively across a wide range of pH levels is critically important in industrial wastewater treatment.
In recent decades, scientists have focused their attention on using clay as an inexpensive and readily available sorbent with the possibility of modifying its surface and improving its sorption capabilities to be applied in several fields, especially in wastewater treatment, whether in dyes or to remove other pollutants. Several clays have been utilized as sorbents to eliminate MB from wastewater, including bentonite [18], zeolite [19], and Iraqi red kaolin clay (IRK) [20-22]. IRK can be modified by several methods, including cationic surfactants [1], thermal activation [23], and many other methods have been used to modify IRK in previous studies [24]. Cetyltrimethylammonium Bromide (CTAB), a cationic surfactant, enhances IRK’s hydrophobicity and interlayer spacing, facilitating the adsorption of cationic dyes like MB. Therefore, the objectives of this paper are as follows:
1) Develop a novel super-sorbent by modifying IRK clay with cetyltrimethylammonium bromide (CTAB) to increase the removal efficiency of MB across a wide pH range (acidic and basic solutions) by converting the hydrophilic nature of IRK into a hydrophobic one.
2) Identify the optimal experimental parameters for effective sorption, including agitation time, shaker speed, pH, MB concentration, and modifying IRK dosage.
3) Characterize the IRK properties before and after modification examine to understand the changes in morphology and functionality efficiency.
4) Evaluate CTAB-IRK's sorption kinetics and isotherms to gain insight into its potential applications in industrial wastewater treatment.
2.1 Materials
In this study, Iraqi natural kaolin (IRK) was obtained from hussainiyat as one pieces of rock. IRK was washed with distilled water (DW) multiple times to eliminate substances and dried in the oven at 105℃ to eliminate any remaining moisture. Once dried, IRK was sieved and grinded to obtain granules within the size range of 1000-300µm using sieves manufactured by Restch, Germany. The properties of the IRK were investigated at the Iraqi-German Laboratory at the University of Baghdad (Table 1). MB dye was obtained from the local market and produced by dissolving 1 g of dye in DW to make a stock solution (1000mg/L). The pH of the dye was adjusted using Sodium Hydroxide (NaOH) or Hydrochloric Acid (HCl) with concentration equal to 0.1 M to achieve the desired acidity or basicity for the experiments. The MB concentration was determined utilizing GENESYS 10 UV Scanning at a wavelength of 664nm. On the other hand, CTAB obtained from the local market, was used as a surfactant to modify the IRK clay, converting its hydrophilic surface properties into hydrophobic ones for enhanced sorption efficiency.
Table 1. Properties and chemical composition of IRK
Characteristics |
Value |
Moisture content (%) |
12.8 |
Specific surface area (m²/g) |
71.49 |
Density (kg/m³) |
2710 |
SiO₂ (%) |
46.47 |
Al₂O₃ (%) |
21.78 |
Fe₂O₃ (%) |
15.01 |
MgO (%) |
1.26 |
CaO (%) |
0.64 |
Na₂O (%) |
0.14 |
K₂O (%) |
1.22 |
TiO₂ (%) |
2.25 |
- Loss on ignition (L.O.I) =10.72
2.2 Preparation of CTAB-IRK
To develop IRK into a synthetic sorbent, referred to as CTAB-IRK, the samples were initially added to a conical flask containing DW and shaken at 250rpm for a contact time of approximately 120 minutes, allowing the clay to expand and form a homogeneous mixture [25]. After this swelling process, specific amounts of CTAB were added to the mixture in varying dosages (0.05, 0.1, 0.2, 0.3, 0.4, and 0.5g) per 1g of IRK at room temperature (25℃) with stirring rate of 250rpm. The mixture was stirred continuously for an additional 2 hours (Figure 1). The solid particles were washed multiple times with DW to eliminate any unreacted surfactant. The mixture was centrifuged at 3,000rpm for 30 minutes to separate the solid portion. The solid material was dried in an oven at 105℃, crushed, and sieved to get granules between 300-1000µm. The CTAB-IRK sample that demonstrated the highest removal efficiency for MB in preliminary tests was selected for subsequent experiments.
Figure 1. Preparation steps of CTAB-IRK
2.3 Characterization of CTAB- IRK
Several analyses were conducted to characterize both the IRK and CTAB-IRK. FTIR was used to investigate the functional groups present on the IRK and CTAB-IRK surfaces before and after sorption with wavelength range: 400–4000 cm⁻¹. This analysis was performed at the College of Science, University of Baghdad. SEM analysis, using the FEI Company Inspect F50 SEM, was utilized to analysis the surface morphology and observe the structural changes that occurred on the IRK surface after modification with CTAB and the accelerating voltage (15kV), and working distance (10mm). In addition, the surface area of the IRK and CTAB-IRK was determined using Brunauer-Emmett-Teller (BET) analysis with nitrogen gas at 77 K and pressure range (0.05-0.3P/P₀). This test was carried out at the Department of Refining Researches of the Iraqi Ministry of Oil to assess changes in surface area.
2.4 Sorption experiments
To find the removal efficiency of MB dye by CTAB-IRK used batch experiments. The different sorbent dosage of CTAB-IRK (0.01-0.05g/100mL) added to MB dye with initial concentration equal to 300mg/L and stirred with shaker (Edmund Buhler SM25, German) with range of shaker speed from 0 to 350rpm for agitation time between 0 and 180 min with initial pH (2-10) at 25±3℃ (room temperature). At the end of each experiment, MB dye measured by take 10mL from each conical flask and centrifuged (80-1 Tabletop Low-Speed Laboratory Centrifuge, China) at 3,000 rpm for 30 minutes for separation the CTAB-IRK from solution and MB concentration analyzed by using a GENESYS 10 UV Scanning at wave length equal to 664nm. Eq. (1) used to calculate the sorption capacity (qe) of MB dye adsorbed by CTAB-IRK [26]:
qe=(Co−Ce)Vm (1)
where, Co and Ce (mg/L) are the MB initial and equilibrium concentrations, respectively. qe is the quantity of the dye that adsorbed by CTAB-IRK per unit mass of CTAB-IRK (mg/g), m (g) is the CTAB-IRK dosage and V is the MB solution volume. On the other hand, MB removal efficiency (R%) calculated by using Eq. (2).
R(%)=(Co−Ce)×100Co (2)
2.5 Sorption and kinetic study
The sorption isotherm models were describe the equilibrium state of MB on the surface of CTAB- IRK and applied non-linear forms (Table 2) to fit models with the experimental data [26, 27]. Key parameters include:
The kinetic models were utilized to understand the MB sorption mechanism by CTAB-IRK. The pseudo-first-order and pseudo-second-order models (Table 2) were applied and key parameters include:
Table 2. The non-linear form of the isotherm and kinetic models
Models |
Equation |
Reference |
Freundlich |
qe=KfC1/ne |
[28] |
Langmuir |
qe=qmbCe1+bCe |
[28] |
Pseudo-first order kinetic |
qt=qe(1−e−k1t) |
[29] |
Pseudo-second order kinetic |
qt=1(tk2q2e+tqe) |
[30] |
3.1 Synthetic CTAB-IRK
Figure 2 illustrates the IRK modification by using varying dosages of CTAB and sorption removal efficiency of MB. In this experiment, the IRK dosage of was kept constant at 1g, with 300mg/L of MB concentration, pH adjusted to 7, and an agitation speed equal to 250rpm for 110 min at 25±5℃ (room temperature). The findings demonstrate that the MB elimination efficiency increased dramatically from 87.56% to 98.53% when the CTAB dose was raised from 0.05g to 0.5g. The highest rate of elimination was obtained at 0.5g, and the sorption efficiency of CTAB-IRK was 1.29 times greater than that of the IRK due to converting the IRK surface from hydrophilic to hydrophobic and increasing the space between the inner layers of IRK [31, 32].
Figure 2. The effect of CTAB dosage on aqueous solution content 1 g of IRK and removal of MB sorption (C.=300mg/L, 200rpm, t=2hr, pH=7)
3.2 Characterization of CTAB –IRK
The characterization of sorbent analysis by using Scanning Electron Microscopy (SEM), Energy Dispersive X-ray Spectroscopy (EDS), Fourier Transform Infrared Spectroscopy (FTIR), and X-ray Diffraction (XRD). The SEM photograph earlier than change discovered that the microstructure surface of IRK includes huge particles organized in abnormal pore stacks with a difficult and more scattered floor, as proven in Figure 3(a), while the morphology of CTAB-IRK with CTAB changed notably after modification, becoming more porous microstructurally regular, containing ordinary-sized holes due to the crystallization that took place, and its floor is smoother because of the coverage [31]. To identify the elements compositions and constituent of IRK and CTAB-IRK was determined by EDS based on comparing the measurement results that got from X-ray intensity ratio which created from the elements of IRK to be tested with the same elements present in the standard IRK. To determine the elements components of IRK, the X-rays characteristics for each element was compared with the standard value, this characteristic refers to the element concentration that present in the sample, the X-ray ionization probability of the element, and the electrons path length. Figures 3(a) and (b) show that the highest EDX elemental distribution peaks were at (O, C, Si, Fe, and Al) elements, because of the alum inosilicate IRK structure. In addition to other elements that present in low quantities were (Mg, Na, Ti, Cl, and K) as shown in Figure 3. The increasing of carbon (C) after the modification process because of the presence of CTAB which attaches to the IRK surface leading to introduce additional carbon atoms and therefore increasing the overall carbon content while it covers some oxygen atoms and reduces the overall percentage of oxygen after the modification process.
The FTIR of CTAB-IRK before and after MB sorption shown in Figure 4, the intensity of the C-H stretching peaks around 2917cm⁻¹ and 2850cm⁻¹ has significantly decreased compared to the CTAB- IRK spectrum because of the sorption of MB has led to the partial displacement or covering of the CTAB on the clay surface. The Si-O stretching peak at 1031cm⁻¹ has shifted to 1030cm⁻¹ and appears to have a slightly different shape while the Al-OH bending peak at 912cm⁻¹ has also shifted to 911cm⁻¹ and shows a slight change in intensity. CTAB is known to intercalate and modify the surface of IRK by exchanging with interlayer cations and interacting with -OH groups on surface of IRK. This modification leads to shifts in FTIR bands because CTAB’s long alkyl chain and quaternary ammonium head form new interactions with IRK. In addition, peaks associated with Si-O and Al-O bonds may also shift slightly because the CTAB molecules affect the electron density around the siloxane framework. These changes suggest that CTAB not only exchanges with native cations but also forms weak electrostatic and van der Waals interactions with IRK, resulting in a more hydrophobic surface and modified pore environment. This enhanced interaction can improve adsorption of MB by increasing the affinity of IRK surface for hydrophobic species [33].
Figure 3. SEM-EDX analysis of a) IRK and b) CTAB-IRK
Figure 4. FTIR of (a) IRK, (b) CTAB-IRK, and (c) after sorption MB by CTAB-IRK
On the other hands, these changes indicate that the sorption of MB has caused some structural rearrangements or interactions within the CTAB-modified clay matrix. The addition of MB to the CTAB-modified clay structure resulted in new peaks at 700-800 cm⁻¹, showing enhanced vibrations and interactions. The fundamental IRK structure is still maintained, as evidenced by the presence of the characteristic clay-related peaks. However, the sorption of MB has led to significant changes in the CTAB-related features. The structural reorganization and new peaks in the lower wavenumber region demonstrate MB's effective sorption on the CTAB-IRK.
The BET investigation findings demonstrated that the specific surface area of the CTAB-IRK (55.44m2/g) became less than that of the IRK (71.49m2/g) [31]. This is due to the fact that the CTAB penetrated in IRK, covered and interfered with the active sites. In addition, they infiltrated into the inner layers of the IRK structure and connected the channels, decreasing the overall surface area and volume of pores resulting from the modification procedure [34].
To determine the functional groups that appeared on the IRK after CTAB modification, FTIR analysis was conducted in the range of 500–4000cm-1. The absorption band on IRK at 3622cm-1 indicates the presence of O-H stretching and Si-OH (silanol), while the Al-OH groups appear at 3394cm-1. Furthermore, the strong bands at 1035, 796, and 692cm-1 are caused by the existence of the tetrahedral layer Si-O-Si family [35]. Figure 4(b) depicts the CTAB-IRK sample with new absorption bands at 2917 and ~2850cm-1, which are not labeled but clearly visible, along with an additional band at 1446cm-1. Because of the evaporation of water in the IRK, the -OH band shifted from 1650cm-1 to a lower frequency of 1637cm-1 [36]. The new peaks are characteristic of C-H stretching vibrations from the long chain of CTAB. Their existence indicates that CTAB has been properly integrated onto the IRK surface. The presence of CH3 and CH2 groups after modification confirms the interaction between the surfactant CTAB and the IRK compositions [18]. The analysis results proved that the surfactant successfully modified the natural IRK while maintaining its basic structure unchanged.
Figure 5. XRD diffraction pattern for IRK and CTAB-IRK
To analyze the crystalline and amorphous natures by determine the variations in crystalline and phases properties of IRK after the modification process, XRD was used [37]. In general, the significant increase in intensities at 2θ (27.17°, 32.24°, and 45.95°) in the modified sample because of increased overall crystallinity as shown in Figure 5 while most peak positions remain similar, indicating the basic crystal structure of IRK. The slight peak shift at 27.17° due to changes in d-spacing caused by CTAB. The CTAB modification has enhanced the crystallinity of certain planes in the IRK structure, the most significant change is at 32.24°, which is a key indicator of the CTAB- IRK interaction while the basic crystal structure of IRK is preserved leading to conclude successful modification by CTAB.
3.3 Batch experiments
Determining the optimal agitation time is important in the sorption MB to know when reach equilibrium. CTAB-IRK (0.05g/100mL) was added to solution content 300mg/L of MB concentration and stirred with agitation speed equal to 200rpm at the range of contact time from 5 to 180 min. The sorption of MB dye by the CTAB-IRK increased as the contact time increased, and the sorption process was rapid at first but then began to slow with the passage of time (Figure 6(a)), owing to the fact that the active sites available on the surface of the sorbent (CTAB-IRK) responsible for the sorption process decrease with time as sites saturated with MB dye reach equilibrium. It was found that 75.205% of MB was removed after the first 5 minutes and that the highest efficiency (98.5%) was obtained at time equal to 120 min, which adopted in the upcoming experiments, after this equilibrium state there is no significant change in the MB concentration [38]. CTAB-IRK increasing the adsorption capacity by 1.3 times compared to natural IRK.
Figure 6. The influence of contact (a) time, (b) speed, (c) pH, (d) dosage, (e) MB concentration
The influence of agitation speed on MB dye sorption by CTAB-IRK (0 to 350 rpm). It was determined (Figure 6(b)) that the removal rate of dye by CTAB-IRK increased as the speed increased due to increasing the agitation speed leads to enhancing the process of diffusion of the MB on the CTAB-IRK surface and boosted binding of MB to active sites on the surface of the CTAB-IRK [27, 39]. The highest removal efficiency (98.387%) of MB was achieved at 200rpm, after which it increased slightly, so it was adopted in the process as it is an economical and effective option.
The pH parameter is important in the solution due to affects the surface properties of the CTAB-IRK and the ions of the MB solution and thus affects the sorption capacity. The impact of the pH on the MB sorption by CTAB-IRK (0.05g) was studied at the range from 2 to 10 and NaOH and HCl (0.1 M) were utilized to adjust pH values. It was noted that when the pH value increased, the sorption efficiency of MB dye by CTAB-IRK increased (Figure 6(c)). After the modification process of IRK by CTAB becomes positive and the sorption process occurs as a result of electrostatic attraction force between the negative surface of the CTAB-IRK and the cationic MB dye. The highest MB removal was achieved at pH equal to 7 [40].
The impact of CTAB- IRK dosage on the MB removal was investigated at different CTAB-IRK dosages with range (0.01 to 0.05) g/100mL and added to the MB solution with concentration equal to 300mg/L and agitation speed equal to 200rpm for 120 min at room temperature. Figure 6(e) shows that the removal efficiency increased from 80.41 to 98.5% by CTAB-IRK as the amount increased from 0.01 to 0.05g/100mL then the removal increases slightly until it became constant due to increase the active site of CTAB-IRK until it reaches a specific point after which the addition of the CTAB-IRK does not affect the sorption process.
Figure 6(f) demonstrates that the MB removal is significantly influenced by the initial concentration (Co) of MB. These efficiencies decreased from 100 to 68.7% as Co increased from 50 to 600mg/L, respectively, with a dosage of 0.05g/100mL, a contact time of 120 minutes, a pH of 7, and a shaker speed of 200rpm. At lower concentrations, it is found that all MB will interact with the available binding sites, leading to a substantial increase in sorption efficiency. However, as the concentration rises, the high number of MB may overwhelm the available binding sites, resulting in decreased sorption efficiency [41, 42].
3.4 Sorption isotherm and kinetic models
To find the behavior of sorption between the CTAB-IRK and the MB [43], two models were used: Freundlich and Langmuir. Langmuir model is based mainly on the assumption that the maximum sorption capacity can be achieved through a saturated monolayer of MB on the solid surface of the CTAB-IRK at a fixed temperature (homogeneity), while Freundlich model assumes that it is achieved through multilayer MB sorption on the surface of the CTAB- IRK at equilibrium (heterogeneity) [43]. The resulted data were fitted with the isotherm models to find the best coefficient of determination (R2) through the nonlinear fitting by using Excel 2016 as shown in Figure 7(a) and Table 3. The isotherm data showed the best fit with the Freundlich model, which had coefficient of determination (0.926) higher than the Langmuir value of model (0.848). The n value was 9.488 which is in the range (1<n<10) of favorable sorption process. Table 4 shows a comparison of maximum sorption capacities of MB on various sorbents reported in the literatures. Obviously, that the sorption capacity of CTAB-IRK clay in this research was much higher than that of other sorbents.
Figure 7. Sorption measurements using a) isotherm, b) kinetic, and c) intra-particle diffusion models for sorption of MB by CTAB-IRK
The sorption kinetics of the MB from the solution on the CTAB-IRK surface is considered an important matter, so the kinetic models were adopted are pseudo-first-order and pseudo-second-order models [44, 45]. The pseudo-second order model represents the reaction of the surfactant with the CTAB- IRK because of the experimental capacity qe closer to the calculated capacity qe than pseudo first order (Figure 7(b)). As listed in Table 3, the pseudo-second-order model achieved the higher coefficient of determination (R2). So, chemisorption is the mechanism that controls the reaction.
Table 3. The constant values of isotherm, kinetic models, and intra-particle diffusion for interaction of MB by CTAB-IRK
Model |
Parameter |
Value |
Freundlich |
Kf (mg/g) (L/mg)1/n |
501.384 |
n |
9.488 |
|
R2 |
0.926 |
|
Langmuir |
qmax (mg/g) |
740.205 |
b (L/mg) |
4.103 |
|
R2 |
0.848 |
|
Pseudo-first order |
qe (mg/g) |
570.733 |
k1 (1/min) |
0.160 |
|
R2, SSE |
0.975, 7719.95 |
|
Pseudo-second order |
qe (mg/g) |
603.073 |
k2 (g/mg min) |
0.00044 |
|
R2, SSE |
0.99, 1768.57 |
|
Intra-particle diffusion |
Portion 1 |
|
kint (mg/g min0.5), C |
130.83, 17.472 |
|
R2 |
0.97 |
|
Portion 2 |
||
kint (mg/g min0.5), C |
22.25, 393.21 |
|
R2 |
0.93 |
|
Portion 3 |
||
kint (mg/g min0.5), C |
3.047, 552.92 |
|
R2 |
0.81 |
Table 4. Sorption capacity of MB by various sorbents
Sorbents |
qmax(mg/g) |
Reference |
Tamazert Kaolin |
111 |
[46] |
Rice Straw Biochars |
131.58 |
[47] |
Algerian kaolin |
52.76 |
[20] |
kaolin clay |
83 |
[22] |
IRK |
240.4 |
[21] |
IKaol |
114.94 |
[24] |
CTAB-IRK |
833.33 |
This study |
The sorption kinetics were further evaluated using the intra-particle diffusion model, which showed a linear relationship between t0.5 and qt with satisfactory R2 values, as illustrated in Figure 7(c). In this model, the y-axis intercepts indicate that intra-particle diffusion contributes to the sorption of MB, although it is not the rate-limiting step. The plotted lines display three distinct linear segments, suggesting that sorption occurs via multiple processes. The slopes of these lines represent the rate constants (k), with higher values observed in 'portion 1' compared to 'portions 2 and 3', as shown in Table 3. This suggests that the initial sorption phase may be driven by rapid external surface sorption mechanisms. The sorption process consists of the following stages:
1) The initial phase is bulk diffusion (portion 1), contaminants are transferred from the bulk solution to the bead surface, characterized by external mass transfer.
2) The intra-particle diffusion model is portion 2 which involves contaminants diffusing into the pores of the beads.
3) Equilibrium stage is the portion 3 and the sorbate concentration between the solution and bead surface reaches equilibrium.
The rate constants for each phase, k1 and k2, were determined from the slopes of the respective linear segments, as detailed in Table 3. Macropore diffusion was found to play a more significant role than micropore diffusion in the beads. The deviation from the origin point suggests that diffusion imposes a limitation on the overall sorption rate [45-51].
In this study, Iraqi red kaolin clay (IRK) was modified by CTAB to obtain an organoclay that achieved higher sorption efficiency for removing MB dye and this environmentally friendly method enhances the clay's adsorption capacity without the use of hazardous chemicals, aligning with green chemistry principles. The effect of different parameters effect on the sorption process was investigated such as CTAB-IRK dosage, agitation time, MB concentration, agitation speed, and pH. The highest removal of MB dye (100%) achieved at 0.05g/100mL, 120 min, 50mg/L, 200rpm, and pH 7. The experimental data fitted pseudo-second-order and Freundlich for the kinetic and isotherm model with maximum sorption capacity 833.33mg/g. This high sorption capacity suggests its potential applicability in industrial wastewater treatment, particularly for effluents from textile industries where dye contamination is prevalent.
The authors are grateful to the Department of Environmental Engineering, College of Engineering/University of Mustansiriyah for the permission to use the laboratory facilities needed in this study.
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