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Original Article
2025
:18;
1412025
doi:
10.25259/AJC_141_2025

Porosity refinement and intensification of triarylmethane dyes adsorption on bauxite residue via chemical activation: parametric optimization and theoretical insights

School of Chemical Engineering, Kalinga Institute of Industrial Technology, Bhubaneswar 751024, India
School of Biotechnology, Kalinga Institute of Industrial Technology, Bhubaneswar 751024, India
Department of Chemistry, College of Science, King Saud University, Riyadh 11451, Saudi Arabia
Department of Earth Resources & Environmental Engineering, Hanyang University, Seoul 04763, Republic of Korea

*Corresponding authors: E-mail addresses: suraj.tripathy@kiitbiotech.ac.in (S. K. Tripathy); bhjeon@hanyang.ac.kr (B-H Jeon)

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Abstract

The widespread commercial application and low-cost synthesis of triarylmethane dyes, particularly in aquaculture as fungicides, have led to their excessive release into aquatic environments, raising serious environmental concerns. This study presents an effective strategy for removing triarylmethane dyes using chemically activated bauxite residue (BR), a waste product of the alumina industry. Chemical activation with ZnCl₂ significantly enhanced the surface area and porosity of BR, as confirmed by Brunauer-Emmett-Teller (BET) analysis and electron microscopy, leading to improved dye adsorption capacity. Response surface methodology (RSM) was employed for process optimization, achieving a removal efficiency of over 96% under optimal conditions: adsorbent dose of 40 g/L, dye concentration of 40 mg/L, pH 7, temperature 30°C, and stirring speed 150 rpm. The adsorption capacity at equilibrium (qₘ) reached 64.93 mg/g and 41.84 mg/g for malachite green (MG) and brilliant green (BG), respectively. Model validation revealed high reliability, with correlation coefficients (R2) of 0.989 (MG) and 0.977 (BG), and adjusted/predicted R2 values of 0.955/0.906 (MG) and 0.962/0.916 (BG), respectively. Among the kinetic models tested, the Eovich model provided the best fit (R2 ≈ 0.99) for MG, suggesting a chemisorption-dominated mechanism. Additionally, the treated effluent exhibited no antibacterial effect against Escherichia coli, indicating its suitability for reuse. These findings highlight the potential of ZnCl₂-activated BR as a sustainable and efficient adsorbent for removing triarylmethane dyes, with promising prospects for further scale-up and environmental deployment.

Keywords

Adsorption
Bauxite residue
Chemical activation
Response surface method
Triarylmethane dyes

1. Introduction

From the genesis of early civilization, water has been a critical requirement for the well-being and progress of its people [1]. The interplay among the supply of safe water, food security, and industrial growth is so intense that the concept of “sustainable society” is unthinkable in the absence of such symbiotic and cohesive adaptation, and therefore, is accentuated in the United Nations’ Sustainable Development Goals (SDGs). Yet, the presently available water sources are under tremendous stress owing to over-exploitation and relentless discharge of pollutants from anthropogenic activities. Moreover, the upsurge in global population and the urge for modern commodities have propelled an expeditious increase in urbanization and industrialization, which has further worsened water scarcity and pollution alike [2-4]. Among various chemical pollutants, synthetic dyes have been studied extensively owing to their ability to contaminate the water sources even in very small concentrations by impeding the sunlight from diffusing through the water surface, troubling not only the endurance of lower biota but also the sustenance of the aquatic food chain [5,6]. Specifically, malachite green (MG) and brilliant green (BG), a class of triarylmethane dyes, have been used for a long time in a range of manufacturing industries and have also gained popularity as fungicides in aquaculture [7,8]. However, these dyes are known to be environmental persisters with egregious toxicity towards aquatic life [9]. Clinical investigations have indicated the multi-organ toxic nature of triarylmethane dyes towards mammals. According to the investigation by Desciens and colleagues, oral dosing of these compounds has resulted in a reduction in food intake, fertility, and growth kinetics, leading to damage to the liver, spleen, kidney, and heart. Additionally, these also caused rashes and inflammation in the skin, eyes, lungs, and bones [10]. Moreover, MG dyes-fed mice are found to have apoptosis in the transitional epithelium of the urinary bladder and thyroid follicles [11]. In the case of rats, long-term exposure to MG has resulted in drastic weight loss and alteration in the serum urea and aspartate aminotransferase [12]. Several studies have suggested that MG exposure may be cytotoxic to mammalian cells and may have carcinogenic effects on the liver, thyroid, and other organs of mammals [13]. These dyes [14]. Taking note of such perilous health effects and unprecedented risks to human health, multiple nations, including the European Union (EU), the USA, and Japan, have already prohibited the use of triarylmethane dyes in aquaculture [15]. Unfortunately, as a profitable industrial ingredient, these restrictions have not been sufficient to prevent the production and subsequent commercial circulation of triaryl methane dyes, which can be easily detected in the metabolites of fish and fish products [16]. Therefore, an honest and diligent effort must be devoted by the scientific community to develop cost-effective and deployable techniques for removing triaryl dyes from aqueous systems. Conventionally, the unit operations used to mineralize refractory chemicals (including synthetic dyes) using reactive chemistry, such as photochemical redox processes, ozonization, and catalytic degradations, have long been criticized due to the formation of reaction byproducts with known adverse health impacts [17,18]. On the contrary, non-reactive unit operations such as coagulation, flocculation, membrane separation, and adsorption are considered safe and are regularly practiced in urban and industrial settings [19]. However, the successful and long-term deployment of any process will require straightforward infrastructure, along with fewer operational complexities. In this regard, adsorption on a suitable matrix, due to its technical simplicity and operational clarity, has been scrutinized for large-scale commercial exploitation [20]. The effectiveness of removing triaryl methane dyes via adsorption depends primarily on the surface chemistry of the sorbent used in conjunction with the operational parameters. Hence, numerous materials, ranging from synthetic nanostructures [21] to biomass [22], activated biochar [23], graphene oxide [24], and clay minerals [25], among others, have been used for this purpose. However, challenges associated with the synthesis, along with the depletion of the required resources for processing these novel materials, have compelled the scientific community to develop sorbents from low-cost and locally available raw materials for the separation of triarylmethane dyes from aqueous systems.

In this aspect, bauxite residue (BR), also popularly known as red mud, which is an industrial waste generated as the byproduct of the Bayer process during the conversion of bauxite into alumina, may have untapped potential. BR, which usually contains various metal oxides (Fe2O3, Al2O3, TiO2, CaO, SiO2, and Na2O), being porous and abundant (legacy stockpile of 3 billion tons globally), may provide a sustainable and low-cost resource for the development of novel sorbent systems [26-30]. Additionally, the structural rigidity and robustness of BR may allow not only tailoring the surface chemistry to improve adsorption efficiency but also recycling without structural deformations, which may further reduce operational costs and complexities [31]. However, untreated BR typically does not demonstrate useful adsorption efficiency and, therefore, was chemically activated by zinc before being used for the removal of triaryl methane dyes. Structural and morphological investigations were conducted to understand the modifications induced by chemical activation and their potential impact on adsorption efficiency. The effects of several process parameters were investigated not only experimentally but also theoretically using the response surface method (RSM). Our investigations have yielded interesting outcomes for the potential scale-up and implementation of the process for removing aquaculture dyes.

The novelty of this study introduces a novel approach for transforming BR, an industrial byproduct, into an efficient adsorbent for removing triarylmethane dyes from water. The innovation lies in the chemical activation of this waste material using zinc, which significantly enhances its surface characteristics and porosity, enabling improved adsorption performance. Unlike raw BR, the activated form exhibits superior dye uptake while maintaining structural stability, which enables potential reuse and reduces overall treatment costs. Detailed characterization techniques were employed to reveal the physicochemical changes induced by activation and their influence on adsorption behavior. In addition, process optimization was conducted using RSM, which combines experimental insights with statistical modeling to fine-tune operational parameters. The use of modified BR for treating dye-laden aquaculture effluents offers a sustainable and cost-effective solution, supporting waste valorization and contributing to environmentally responsible water treatment technologies.

2. Materials and Methods

2.1. Materials and reagents

Anhydrous zinc chloride (ZnCl2) (analytical grade) and sodium hydroxide pellets (NaOH) (analytical grade) were purchased from Himedia Laboratories Pvt. Ltd, India. All chemicals were used without any further purification. MG and BG were obtained from SRL Pvt. Ltd., BR was collected from the National Aluminum Company (NALCO), Damanjodi, Odisha, India.

2.2. Preparation of sorbent (BR-Zn)

The zinc-treated BR sorbent was prepared by a simple soft chemical method [32]. 10 g of BR was dispersed in a 500 mL beaker containing 100 mL of distilled water. The beaker was then placed on a bath sonicator for 15 min. In a separate beaker, 1 g of ZnCl2 was added to 10 mL of distilled water. 30 mL of 2 M NaOH was added dropwise to the ZnCl2 solution until a milky white-colored suspension was formed. The beaker containing the BR suspension was then placed on a magnetic stirrer at a temperature of 80°C with a stirring speed of 300 rpm. After 15 min, a ZnCl2 solution was added to the BR suspension, and it was wrapped with aluminum foil. The suspension was stirred for 90 min and then cooled to room temperature. The suspension was filtered by Whatman filter paper. The residue was kept in a hot-air oven at 50°C for 12 hrs. Then, the sample was collected and placed in a furnace for 120 min at 500°C (Figure 1). The powder material was then stored in an air-tight, sealed container for further application.

Schematic of adsorbent preparation, process, and regeneration of the adsorbent.
Figure 1.
Schematic of adsorbent preparation, process, and regeneration of the adsorbent.

2.3. Sorbent characterization

As the sorption of any organic molecule depends on the surface chemistry of the sorbent material, several analytical techniques were employed to examine the characteristics of the sorbent. The crystal structure and phases of the sorbent were examined using an X-ray diffractometer (XRD) (Panalytical) set up with Cu Kα radiation (λ = 0.1541 nm). Data were collected in a 2θ range of 20 to 70° at a scan rate of 2°/min. Fourier transform infrared (FTIR) was employed to determine the surface functional groups before and after adsorption, using an FTIR Spectrophotometer (IR Affinity-1S, Shimadzu). Transmission electron microscopy (TEM, JEOL JEM 2100 PLUS) was used to examine the morphology and elemental composition of the sorbent. Thermal properties of the sorbent were investigated using thermogravimetric analysis (TGA 8000, Perkin Elmer). Surface area, pore volume, and pore diameter were investigated with the help of Brunauer-Emmett-Teller (BET) (Quantcrome Autosorb iQ-x). The surface charge of the sorbent was measured with the help of dynamic light scattering (Litesizer DLS, Anton Paar).

2.4. Batch adsorption study

A batch sorption study of Triarylmethane dyes (MG and BG) on the surface of zinc-treated BR was carried out using the following procedure. A 50 mL solution of MG-BG dye was prepared in a 100 mL Erlenmeyer conical flask to conduct all adsorption experiments. The desired amount of sorbent zinc-treated BR was added to the solution and placed in a shaker incubator. The pH of the solution was adjusted using 1 M HCl and 1 M NaOH with the help of a pH meter (Systronics-361). After every 15 minutes, a 2 mL sample was collected and centrifuged. The supernatant solution from all experiments was analyzed using a UV/Vis spectrophotometer (Agilent Cary 60). The UV spectra for the MG dye were collected at 617 nm, and for the BG dye, at 625 nm. The maximum adsorption efficiency of the sorbent was determined by conducting a series of experiments. Variables such as sorbent dose, initial concentration, stirring speed, pH, and temperature were adjusted to establish the optimal conditions for MG and BG dye adsorption on the sorbent. Ultimately, the adsorption efficiency (Ae %) was calculated using Eq. (1). Loading of both dyes on the sorbent surface at equilibrium (qe) was calculated using Eq. (2) [33].

(1)
A e %   = [   C 0 C i C 0 ] × 100

(2)
q e = [ V ( C 0   C e ) C e ]

Where Ae % = adsorption efficiency, qe = Loading at equilibrium, C0 = Initial concentration, Ce = Concentration at equilibrium, V = Volume of the reaction, m = mass of the sorbent.

2.5. Design of experiment using response surface methodology

RSM represents a suite of mathematical tools pivotal in delineating relationships between diverse independent factors and one or more responses in experimental settings [34]. Key techniques within RSM for experimental designs encompass Box-Behnken, Central Composite Design (CCD), and Doehlert Designs. In this study, the CCD was used in all adsorption experiments conducted, and the statistical model generated by Design-Expert Software (Version 6.0, Minneapolis, Stat-Ease, USA) was employed [35]. Five crucial parameters, namely Adsorbent Dose, MG and BG concentration, String speed, pH, and temperature, acted as input variables, while the efficiency of MG and BG separation (%) using zinc-treated BR as the adsorbent served as the response variable. The minimum (-1) and maximum (+1) values for the input variables were as follows: 10 to 90 g/L of adsorbent dose, 20 to 60 mg/L of MG and BG concentration, 50 to 250 rpm of stirring speed, 3 to 11 of pH of the solution and 10 to 50°C temperature. When it comes to experimental design, the CCD approach is the most appropriate RSM method available [36]. The factorial runs, axial runs, and center runs make up the majority of its contents. To calculate the number of experiments for each process variable, one can use the following formula (Eq. 3):

(3)
N = Numbers of factorial points + Numbers of axial  ( star )  points + Center points  = 2 n + ( 2 × n ) + c = 2 5 + ( 2 × 5 ) + 8 = 50

Where N is the number of experiments at each run required, and n is the number of independent variables, whereas c is the central point.

The CCD procedure of the RSM technique involves a step-wise process of designing tests, calculating model coefficients, and anticipating model behavior and acceptance, followed by model development to understand the functional behavior and relationship between input parameters. To realize the process actions, a prototype of a quadratic regression equation has been designed as (Eq. 4):

(4)
Y = b 0 + i = 1 k b i X i + i = 1 k b i i X i 2 + i = 1 k i = 1 k b i i X i X j

There are constants bi, linear coefficients bii and bij, quadratic coefficients i and j, and a linear coefficient bi.

Table 1 presents the coded table corresponding to these values, whereas Table 2 illustrates the statistical experimental design formulated by Design Expert Software, predicated on multiple input factors. This design underwent evaluation employing the CCD technique, deemed the most appropriate RSM technique for experimental design scenarios. The efficacy of the model was measured based on R2, Adjusted R2, and Predicted R2 values. A higher correlation coefficient (R2) implies a more robust interpretation of the experimental dataset, validating the model’s effectiveness.

Table 1. Range of coded operational parameters used in the investigation.
Factor Name Units Minimum Maximum

Coded Low.

(-1)

Coded High

(+1)

Mean Std. Dev.
A Adsorbent dose g/L 10 90 30 70 50 18.07
B Concentration ppm 20 60 30 50 40 9.04
C String speed rpm 50 250 100 200 150 45.18
D pH 3 11 5 9 7 1.81
E Temperature °C 10 50 20 40 30 9.04
Table 2. RSM-CCD-based data corresponding to different operating conditions.
Std Run Factor 1 Factor 2 Factor 3 Factor 4 Factor 5 Responses
A: adsorbent dose B: concentration C: stirring speed D: pH E: temperature Observed MG removal efficiency RSM predicted value MG removal efficiency Observed BG removal efficiency RSM predicted value BG removal efficiency
g/L mg/L rpm k %
42 1 50 40 150 7 50 89 89.35 87.2 87.08
7 2 30 50 200 5 20 78.5 77.50 76.4 67.48
5 3 30 30 200 5 20 85 84.42 83 70.79
37 4 50 40 50 7 30 95 94.37 93.5 91.12
20 5 70 50 100 5 40 88 86.77 86.3 85.98
11 6 30 50 100 9 20 81 82.62 79.1 78.52
24 7 70 50 200 5 40 91 80.58 89 80.08
29 8 30 30 200 9 40 88 97.33 86.1 93.22
8 9 70 50 200 5 20 90 80.58 88.2 81.50
30 10 70 30 200 9 40 92.5 96.18 90.6 91.28
23 11 30 50 200 5 40 82 81.45 80.1 76.80
25 12 30 30 100 9 40 96.1 94.49 94.4 93.14
43 13 50 40 150 7 30 98.7 98.56 96.1 97.01
48 14 50 40 150 7 30 98.7 98.56 96.2 97.01
9 15 30 30 100 9 20 83 83.57 81.2 81.18
35 16 50 20 150 7 30 98.3 97.75 96.7 94.59
16 17 70 50 200 9 20 84.5 86.86 82.3 90.06
12 18 70 50 100 9 20 86 86.68 84 84.44
13 19 30 30 200 9 20 88.5 89.10 86.5 86.78
17 20 30 30 100 5 40 89 89.41 87.1 84.83
50 21 50 40 150 7 30 98.7 98.56 97 97.01
15 22 30 50 200 9 20 85 84.11 83 81.55
6 23 70 30 200 5 20 87.5 87.56 85.7 85.10
46 24 50 40 150 7 30 98.7 98.56 97 97.01
31 25 30 50 200 9 40 91 92.13 89 89.21
10 26 70 30 100 9 20 88 87.68 86.2 87.39
34 27 90 40 150 7 30 92.5 91.91 90.4 88.46
27 28 30 50 100 9 40 94 93.35 92.3 91.69
21 29 30 30 200 5 40 90 88.57 88.5 78.90
39 30 50 40 150 3 30 40 80.86 38 74.78
28 31 70 50 100 9 40 89 93.45 87.5 86.87
40 32 50 40 150 11 30 100 92.22 98.4 91.65
36 33 50 60 150 7 30 89 89.63 87.3 89.54
47 34 50 40 150 7 30 98.4 98.56 96.8 97.01
44 35 50 40 150 7 30 98.4 98.56 96.8 97.01
32 36 70 50 200 9 40 93 90.94 91.2 86.98
3 37 30 50 100 5 20 81 79.69 79 70.46
1 38 30 30 100 5 20 82 82.57 80.2 71.21
45 39 50 40 150 7 30 98.5 98.56 96.9 97.01
33 40 10 40 150 7 30 68 88.67 65.5 78.97
18 41 70 30 100 5 40 90 89.90 88.2 85.81
38 42 50 40 250 7 30 85 93.71 83 90.81
22 43 70 30 200 5 40 89 87.75 87.4 82.47
4 44 70 50 100 5 20 85 84.08 83 81.89
19 45 30 50 100 5 40 86 86.34 84.5 85.29
2 46 70 30 100 5 20 87 87.00 85 82.93
41 47 50 40 150 7 10 78.7 78.43 76.5 76.55
26 48 70 30 100 9 40 90 94.65 88.2 88.61
49 49 50 40 150 7 30 98.5 98.56 97.5 97.01
14 50 70 30 200 9 20 97.2 91.91 95 95.57

2.6. Point of zero charge

The adsorption technique was utilized to study the surface charge of zinc-treated BR [37]. Initially, 10 Erlenmeyer conical flasks (100 mL) each containing 20 mL of water were adjusted to a pH range of 2 to 11 with 1M HCl and NaOH. 20 mg of zinc-treated BR sorbent was added to each flask. All flasks were placed inside the incubator shaker after 24 h, and the pH of the solution was measured. A graph was plotted between the initial pH and the change in pH.

2.7. Adsorption isotherm

A graph that represents the variation in the interaction of adsorbate on the surface of the sorbent at different pressures at a constant temperature is known as an adsorption isotherm. Conventionally, many adsorption isotherms are used to understand the nature of the sorption [38]. The Langmuir isotherm model is one of the most used models in the adsorption process. It assumes the adsorbate and sorbent interaction occurs physically, and all the adsorbent sites are homogeneous [39]. A monolayer of adsorbate forms over the surface of the adsorbent due to electrostatic and dipole interactions. At the same time, the Freundlich isotherm assumes the formation of multiple layers on the surface and the heterogeneous nature of the adsorbent sites [40]. The linear mathematical equations for both isotherms are given in Eqs. (5) and (6), respectively [41].

(5)
C e q e = ( 1 q m ) × C e + 1 q m × K L

Where Ce = Concentration of adsorbate at equilibrium (mg/L), qe = Loading at equilibrium (mg/g), qm = maximum loading capacity (mg/g), KL = Langmuir adsorption constant.

(6)
l o g   q e = log K f + 1 n × l o g C e

Where Kf and n represent the adsorption capacity and adsorption intensity, respectively.

Except for the Langmuir and Freundlich isotherm models, the Temkin and Dubinin-Radushkevich (D-R) isotherm model was also utilized to evaluate adsorbate-sorbent interaction. The Temkin isotherm is generally used to determine whether the process is endothermic or exothermic [42]. According to the literature, the D-R isotherm model is used to predict the adsorption energy [43]. The mathematical equations of the Temkin and D-R isotherms are given in Eqs. (7) and (8), respectively.

(7)
q e = R T b T L n A T + ( R T b T ) L n C e

Where R = Universal gas constant, T = Temperature in kelvin, bT = Temkin isotherm constant.

(8)
L n q e = L n q m K ε 2

Where K = D-R isotherm constant, ε = Adsorption potential.

2.8. Adsorption kinetics

Adsorption kinetics refers to the detailed reaction pathway and speed of a reaction, which helps determine the possible reaction mechanism. The adsorption process was evaluated using several models, including the pseudo-first-order, pseudo-second-order, intraparticle diffusion model, and Elovich kinetic model. The mathematical form of these kinetics is illustrated below in Eqs. (9-12), respectively [44-47].

(9)
ln ( q e q t ) = ln ( q e ) k 1 t

Where qe = Loading at equilibrium (mg/g), qt = amount adsorbed at time T, k1 = rate constant.

(10)
t q t = 1 k 2 q e 2 + t q t

Where qe = Loading at equilibrium (mg/g), qt = amount adsorbed at time T, k2 = rate constant.

(11)
q t =   1 α ln ( α β ) + 1 α   l n t  

α =initial adsorption rate, β = desorption constant during each experiment, qt = amount adsorbed at time t.

(12)
q t = K d i f f t 1 2 + C

Where k d i f f is denoted as the diffusion rate constant (mg/g.min0.5), and C denotes the intercept of q t vs t 0.5 plot.

2.9. Thermodynamics study

Temperature is known to have a significant impact on the rate and degree of sorption; therefore, a thermodynamic investigation of the adsorption of MG and BG on zinc-treated BR was essential. The study may also offer some additional important insights, such as the spontaneity of the reaction. The overall process is either exothermic or endothermic, and its nature can be predicted through a thermodynamic study. Thermodynamic investigation can be used to assess the randomness of the process when adsorption takes place on a specific adsorbent. The Van’t Hoff equation is employed to determine each of these influencing variables. The relation between enthalpy, entropy, and free energy can be deduced by plotting a graph between lnK vs. 1/T. The mathematical form of the Van’t Hoff equation is given below (Eq. 13) [48].

(13)
l n k d = Δ H ° R ( 1 T ) + Δ S ° R

Where q e C e = ln Kd = Adsorption equilibrium constant, T = Temperature, R = Universal Gas constant, ΔH = Change in Enthalpy, ΔS = Change in Entropy.

The following formula is used to calculate the change in free energy based on thermodynamic data (Eq. 14).

(14)
Δ G =   R T l n k

Where ΔG = Change in Gibb’s free energy, R = Universal gas Constant, ln K = Adsorption equilibrium constant.

2.10. Reusability of the sorbent

Investigation of the reusability of the sorbent may provide insight into the overall economics and potential for large-scale application [49]. After the sorption study, the zinc-treated BR particles were transferred into a 5 mL centrifuge tube using a 5 mL syringe for collection. After cleaning three times with distilled water, the zinc-treated BR particles were centrifuged (at 7000 rpm for 10 min) and then dried at 80°C in a hot air oven for 6 h (Figure 1). Using the dried zinc-treated BR material, subsequent sorption studies were conducted.

2.11. Residual antibacterial activity of the treated water

Aquaculture has made considerable use of MG dye as an antibacterial and fungicidal agent. MG-containing treated water was tested for toxicity using the agar well diffusion technique [50]. The effect of treated water on Escherichia coli (E. coli) was evaluated by taking contaminated water and normal distilled water as the control sample. E. coli was cultured aerobically for 20 h, at 37°C in a shaker incubator using an autoclaved nutrient mixture. To keep the concentration of bacteria below one million per mL in suspension, 0.9% saline solution was utilized for dilution. Subsequently, the inoculum was evenly spread over the nutrient agar plate. A specific amount of three types of water samples (contaminated water, treated water, distilled water) was then introduced into the well. After overnight incubation, the inhibitory zones were meticulously observed. The inhibitory zones indicate the extent of bacterial growth. To verify the accuracy and completeness of the results, all the experiments were performed three times.

3. Result and Discussion

3.1. Sorbent characterization

The microstructure of the sorbent may provide insight into the adsorption mechanism; therefore, the XRD technique was employed to investigate the structural features of BR and BR-Zn. The X-ray spectrum was collected in the 2θ range of 20° to 70°, and the results are shown in Figure 2(a). XRD pattern of BR indicated the presence of Fe2O3, SiO2, Al2TiO5, and TiO2. The sharp peaks at 2ϴ = 26.66, 29.38, and the minor peaks at 21.38, 24.27, 27.55, 40.94, and 54.08 have been corroborated by the SiO2 (JCPDS card number 01-081-0069). Similarly, peaks at 2ϴ =33.17, 35.70, 40.80, 49.59, 62.60, 64.06, 68.69 have been complemented with the iron oxide (JCPDS card number 01-089-0597). Additionally, minor peaks of Al2TiO5 and TiO2 are also identified. The quantification data for BR and zinc-treated BR were provided in Figure S1. No Zn or ZnO peak was observed in the zinc-treated BR sample after chemical activation with ZnCl2. The average crystallite size (D) was calculated using Scherrer’s equation (Eq. 15) and given in Table 3. The table also included other information such as d-spacing values and HKL values [27].

Figure S1

(15)
D = k λ β   cos θ

(a) XRD and (b) FTIR of zinc-treated BR and BR.
Figure 2.
(a) XRD and (b) FTIR of zinc-treated BR and BR.
Table 3. XRD data of BR.
Compounds d Spacing H K L
Al5TiO2 26.58 3.35 1 0 1
28.13 3.16 1 1 1
33.43 2.67 2 3 0
39.08 2.30 4 1 0
62.29 1.48 5 3 1
SiO2 20.90 4.24 1 0 0
23.58 3.76 1 0 0
26.41 3.37 0 1 1
29.72 3.00 0 1 1
54.38 1.68 0 2 2
Fe2O3 33.20 2.69 1 0 4
35.70 2.51 1 1 0
40.88 2.20 1 1 3
49.49 1.84 0 2 4
54.10 1.69 1 1 6
62.58 1.48 2 1 4
64.04 1.45 3 0 0
69.78 1.34 2 0 8
TiO2 25.30 3.51 1 0 1
36.74 2.44 1 0 3
53.88 1.70 1 0 5
68.75 1.36 1 1 6

Where D = Average crystallite size, K= Scherrer Constant, λ = X-rays wave length, β = line broadening at FWHM, ϴ = Bragg’s angle in degrees.

The surface chemistry of the sorbent may have a consequential impact on its ability to retain specific molecular species and, therefore, to identify the functional group on the surface of BR-Zn, FTIR was taken in the wave number range of 400 to 4000 cm-1 (Figure 2b). A very small broad peak between 3000 and 3300 cm-1 signifies the presence of the OH group in both BR and zinc-treated BR samples [51]. A more intense peak near 979 cm-1 represents the presence of SiO2 [52]. A reasonably weak peak can be observed at 2325 cm-1 in BR attributed to the presence of H-O-H weakly bound water. However, after activation, that peak vanishes, which may be due to calcination at 360°C. Again, two peaks near 1634 and 1671 cm-1 support the presence of water, which also decreases with calcination [53]. A sharp, broad peak near 979 cm-1 represents the presence of Si-O-Si bond stretching [54]. The 870 cm-1 peak suggests the C-O stretching [55]. The peaks near 503 and 750 cm-1 correspond to the stretching of Fe-O. The FTIR of zinc-treated BR before and after adsorption is provided in Figure S2.

Figure S2

The morphology of the sorbent may provide useful information about the material surface on which adsorption is expected to happen. Morphological change induced in the BR due to ZnCl₂ activation was investigated by Transmission Electron Microscopy (TEM) micrographs using the Image J application [56]. In Figure 3, sub figure 3(a) and (e) represent the Selected Area Electron Diffraction (SAED) images taken from a particular area of the specimen for zinc-treated BR and BR, respectively. Figure 3(b) and (f) represent the Energy-Dispersive X-ray Spectroscopy (EDX) of BR-Zn and BR. The obtained d-spacing value from SAED, shown in Figure 3(c) and (g), matching with the d-spacing value of the JCPDS card 01-089-0597, confirms the presence of Fe₂O₃. Figure 3 (d) and (h) represent the TEM images of zinc-treated BR and BR, respectively. From the figure, it can be observed that the zinc-treated BR and BR consist of various cylindrical, spherical, and rod-shaped particles (Liao and Chen, 2002). The cylindrical and spherical particles may be attributed to the presence of SiO₂, whereas the rod-shaped particles are the Fe₂O₃. The particle size distribution graph for zinc-treated BR and BR was calculated and given in Figure 3(j) and (k), showing the average particle size for zinc-treated BR and BR is 14.67 nm and 11.99 nm, respectively. The calcination temperature i.e., 400°C might be one of the probable reasons for this increment of particle size. The EDX elemental mapping for zinc-treated BR and BR was given in Figure. 3 (i) and (l), showing the presence of oxygen, silicon, and iron in the sorbent. The TEM data is following X-ray diffraction (XRD) data.

(a) SAED pattern of BR-Zn; (b) EDX of BR-Zn; (c) d-spacing calculation of BR-Zn; (d) TEM image of BR-Zn; (e) SAED pattern of BR; (f) EDX of BR; (g) d-spacing calculation of BR; (h) TEM image of BR; (i) elemental mapping of BR-Zn; (j) particle size distribution of BR-Zn; (k) particle size distribution of BR; (l) elemental mapping of BR.
Figure 3.
(a) SAED pattern of BR-Zn; (b) EDX of BR-Zn; (c) d-spacing calculation of BR-Zn; (d) TEM image of BR-Zn; (e) SAED pattern of BR; (f) EDX of BR; (g) d-spacing calculation of BR; (h) TEM image of BR; (i) elemental mapping of BR-Zn; (j) particle size distribution of BR-Zn; (k) particle size distribution of BR; (l) elemental mapping of BR.

The porous nature of the sorbent may influence the adsorption efficiency, and hence, the BET technique was utilized to investigate the porosity of the zinc-treated BR (Figure 4). At the initial stage, the N2 gas adsorption over zinc-treated BR and BR shows a small convex shape near relative pressure 0.2. A steep increase in nitrogen adsorption can be seen between a relative pressure of 0.6 and 0.9, which corresponds to the presence of narrow pores [57]. It is evident from the figure that both the graphs for zinc-treated BR, Figure 4(a), and BR, Figure 4(c), under H4 Type of Hysteresis loop. BJH was employed to determine the pore size of the material, showing that most of the pores fall within the range of 40 nm, confirming the microporosity of the material [58]. After the activation with ZnCl2, a change can be observed in surface area from 17.91 to 19.68 m2/g. A slight change in pore volume and pore diameter is evident from the graph. The initial and final pore volume for BR was estimated to be 0.045 and 0.050 cc/g, respectively.

(a) N2 adsorption-desorption graph for BR-Zn; (b) BJH pore size distribution of BR-Zn; (c) N2 adsorption-desorption graph for BR; (d) BJH pore size distribution of BR.
Figure 4.
(a) N2 adsorption-desorption graph for BR-Zn; (b) BJH pore size distribution of BR-Zn; (c) N2 adsorption-desorption graph for BR; (d) BJH pore size distribution of BR.

The surface charge of a material plays a primary role in sorption studies; therefore, the surface charge of BR and zinc-treated BR was evaluated. The Zeta potential of the sorbent was measured by choosing water as the solvent. In Figure 5, subparts Figures 5(a) and (c) represent the Zeta potential for zinc-treated BR and BR. From the zeta potential curve, it is confirmed that the average Zeta potential for BR and BR Zn was -18.9 eV and -20.9 eV, respectively. These findings indicate that both BR and zinc-treated BR are of negative charge and can adsorb triarylmethane dyes, such as MG and BG. The slight improvement in surface charge may be attributed to the presence of a negative functional group on the sorbent’s surface. As NaOH is used in the treatment process, we may conclude that the OH- ion from the NaOH may contribute to the increase in the surface charge of BR-Zn. The point of zonal charge (PZC) of the sorbet was found to be 7.91 and 7.75 for zinc-treated BR and BR, respectively, in Figures 5(b) and (d). This shift in PZC may be attributed to the use of NaOH during the surface modification process. During the activation process, some OH- ions may have been attached to the surface of the BR, making the surface more negative, which is reflected in the PZC data [59,60]

(a) Zeta potential BR-Zn; (b) PZC of BR-Zn; (c) Zeta potential BR; (d) PZC of BR.
Figure 5.
(a) Zeta potential BR-Zn; (b) PZC of BR-Zn; (c) Zeta potential BR; (d) PZC of BR.

The thermal stability of the material was examined, and a graph was plotted showing the relationship between percent mass loss and temperature. A hump can be observed between 150 to 250°C corresponds to water loss (approx. 4%) of the material [61]. A step can be observed between 350-500°C, which may be attributed to the evaporation of organic matter (approximately 3%) present in the substance [62]. The final mass loss of ∼3% can be observed at 600 to 770°C; after this step, the material is thermally stable [63]. For zinc-treated BR a, a straight line is observed on the graph, indicating no mass loss step.

3.2. Effect of process parameter on the sorption of MG on BR-Zn

The impact of several process parameters on the adsorption operation was carefully investigated in this study for both the dyes MG and BG. The various process parameters are stirring speed, sorbent dosages, dye concentration, pH, and temperature. The left-hand side of Figure 6 represents the various process parameters for MG adsorption, and the right-hand side is for BG adsorption. To evaluate the impact of the stirring speed on the sorption process, 50 mL of MG dye solution was taken in a 100 mL conical flask. By maintaining other parameters at constant values and varying the stirring rate in a range of 50 to 250 rpm, the sorption experiment was conducted. The graph between adsorption efficiency and time was plotted to identify the maximum adsorption efficiency at a particular string speed. A very minute difference can be observed in Figures 6(a) and (e), which leads to the conclusion of the negligible effect of stirring speed on the sorption process. The highest adsorption efficiency was observed at a stirring speed of 150 rpm for both MG and BG dyes. By simply varying the stirring speed, a decrease in adsorption efficiency can be noticeable. With an elevation in stirring speed from 50 to 150 rpm, the turbulence may disrupt the liquid boundary layer surrounding the sorbent particle, thereby affecting the overall adsorption rate [64]. However, a further increase in stirring speed from 150 to 200 rpm results in a decline in adsorption efficiency, which may be attributed to the reduction in contact time between the dye molecule and the zinc-treated BR sorbent. This result aligns well with previously reported literature [65]. Increased agitation generally enhances the dispersion of sorbent particles and reduces mass transfer resistance, facilitating better contact between dye molecules and the adsorbent surface. However, in the present study, the adsorption efficiency plateaued beyond 150 rpm, indicating that an optimal hydrodynamic condition was already achieved at this speed. Beyond this point, excessive turbulence may have led to desorption or hindered the establishment of equilibrium by decreasing the effective interaction time. This observation aligns with the principles of external film diffusion control, where further increments in stirring do not contribute significantly to mass transfer but may instead destabilize adsorptive interactions. Moreover, the negligible difference observed between 150 and 200 rpm indicates that the adsorption system transitioned from being externally diffusion-controlled to intraparticle diffusion-dominated. This hypothesis is further supported by the relatively stable adsorption efficiency trend across the higher agitation range, indicating that pore diffusion has become the limiting step. Thus, selecting an appropriate stirring speed is crucial—not only to enhance the mass transfer kinetics but also to prevent negative impacts arising from high shear rates, especially when using chemically modified porous adsorbents like BR-Zn.

Effect of process parameters (a) effect of stirring on adsorption of MG; (b) effect of adsorbent dose on adsorption of MG; (c) effect of concentration on adsorption of MG; (d) effect of pH on adsorption of MG; (e) effect of stirring on adsorption of BG; (f) effect of adsorbent dose on adsorption of BG; (g) effect of concentration on adsorption of BG; (h) effect of pH on adsorption of BG.
Figure 6.
Effect of process parameters (a) effect of stirring on adsorption of MG; (b) effect of adsorbent dose on adsorption of MG; (c) effect of concentration on adsorption of MG; (d) effect of pH on adsorption of MG; (e) effect of stirring on adsorption of BG; (f) effect of adsorbent dose on adsorption of BG; (g) effect of concentration on adsorption of BG; (h) effect of pH on adsorption of BG.

Many previously reported scientific findings indicate that sorbent dosage is one of the crucial parameters for the sorption process. To comprehensively examine the sorption dynamics across varied sorbent doses, spanning from 0.2 to 1.8 g/L, a series of batch experiments was conducted for MG and BG dyes. A constant concentration of MG (40 mg/L), maintained at pH 7, under 150 rpm at 30°C, facilitated the analysis of collected samples using a UV/Vis spectrophotometer. The resulting dataset, shown in Figures 6(b) and (f) and supported by additional information in Figure S3, demonstrates a clear trend that with increasing sorbent dose, the rate of adsorption increases, which may be due to the presence of an active site on the surface of zinc-treated BR [66]. This trend suggests that higher adsorbent dosages contribute to an increased number of accessible binding sites, resulting in more effective dye uptake per unit volume of solution. However, beyond a threshold dosage (1.6-1.8 g/L), the adsorption efficiency tends to plateau, indicating that equilibrium saturation has been approached and further addition of sorbent does not proportionally enhance removal efficiency. This could be attributed to the agglomeration of adsorbent particles at higher dosages, which potentially reduces the total surface area available for adsorption due to the overlapping of active sites. Moreover, the decreased driving force for mass transfer at lower residual dye concentrations may also limit further sorption. Such behavior aligns with Langmuir-type monolayer adsorption, corroborating the finite number of uniform active sites on the zinc-treated BR surface.

Figure S3

By varying the initial dye concentration between 20 and 60 mg/L under constant experimental circumstances such as sorbent dosage (1 g/L), stirring speed (150 rpm), pH=7, and temperature (30°C), the effect of dye concentration on adsorption was examined in Figures 6(c) and (g). The maximum adsorption efficiency of the zinc-treated BR was achieved at 40 mg/L. Furthermore, an increase in the initial concentration from 40 to 60 mg/L results in a decrease in adsorption efficiency from 95 to 81%, which can be attributed to the filling of active sites on the surface of BR-Zn. However, at lower concentrations, the adsorption efficiency is also low, which may be due to the fewer adsorbate molecules available to adsorb at the active site of the adsorbent[67,68]. From Figure 6(c), it can also be inferred that the contact time for the sorption process is 3 h. At about 180 min, the sorbent zinc-treated BR shows the maximum adsorption efficiency, which is approximately 95%. After 180 min, a decrease in adsorption efficiency was noticed, which was attributed to the desorption of the dye molecules. In the case of BG, the adsorption efficiency decreases with increasing dye concentration. The optimal dye concentration for the sorption process of BG was fixed at 40 Mg/L. At 180 min, the efficiency of the zinc-treated BR sorbent to adsorb BG is nearly 70%. However, a 96% removal of BG dye is achieved with an extent of contact time of 330 min. These findings are consistent with previously reported literature. These results suggest that dye adsorption is highly dependent on initial concentration, which influences the mass transfer driving force. The optimal performance at 40 mg/L reflects a balance between the available active sites and dye molecules. A further rise in concentration leads to site saturation, reducing efficiency. The slight drop in removal after 180 min indicates possible dye desorption due to weak surface interactions. BG showed lower and slower adsorption compared to MG, likely due to its larger molecular size and limited pore accessibility. The extended time for BG removal points to diffusion constraints, consistent with previous studies on dye adsorption kinetics and intra-particle transport mechanisms.

The effect of pH on zinc-treated BR adsorption was studied by varying the pH of the adsorbate solution in the ranges of pH 5 to 9 for MG dye and pH 3 to 11 for BG dye, and the results are presented in Figures 6(d) and (h). By increasing pH from 7 to 9, the adsorption efficiency increases from 93 to 96%, whereas the adsorption efficiency reduces as pH decreases from 7 to 5 for MG dye. As the pH increases from 7 to 11, the adsorption efficiency of BG increases from 93% to 97%. At pH 3, the adsorption efficiency is 34%. The PZC for the zinc-treated BR was found to be pH 7.91; by increasing the pH higher than PZC, the surface becomes more negative due to the accumulation of -OH groups, thus favoring high adsorption efficiency [69]. However, at pH less than PZC, the H+ ion concentration increases on the surface of zinc-treated BR and repels the positively charged MG dye molecules, which will reduce the adsorption efficiency [70]. As the difference in adsorption efficiency at pH 7 and pH 9 is only 3% for both dyes, we choose pH 7 as the optimal condition for the adsorption of MG and BG dyes on BR-Zn. Furthermore, from an upscaling perspective, maintaining the system pH at pH 9 may lead to corrosion in the container; therefore, pH 7 was chosen as the optimal pH for the sorption process. Additionally, the variation in removal efficiency with pH suggests the key role of surface charge modulation and dye speciation. At lower pH values, competitive adsorption between H⁺ ions and dye cations for the same active sites likely limits uptake. On the other hand, at higher pH, the surface deprotonation not only enhances negative charge density but also facilitates multilayer dye adsorption due to weakened repulsion among adjacent dye molecules. The sharper increase in BG adsorption efficiency at alkaline pH compared to MG may also be attributed to its larger π-conjugated system, enabling stronger π–π interactions with the activated BR surface. These results collectively confirm that electrostatic forces, surface chemistry, and molecular structure intricately govern the pH-dependent adsorption behavior.

Temperature is known to have a significant impact on most physicochemical processes. Therefore, the effect of temperature on the adsorption efficiency of MG and BG was examined, and the results are provided in Figure 7, subparts Figures 7(a) and (c), respectively. All three experiments were carried out by varying temperature in a range of 30 to 50°C and keeping other parameters constant, such as adsorbent dosages (1 g/L), adsorbate concentration (50 mg/L), stirring speed (150 rpm), and pH = 7. It can be observed that the adsorption efficiency increases by increasing temperature from 30 to 50°C, which suggests the sorption process is endothermic for MG and BG dyes. [71]. The probable reason for this effect may be attributed to the increase in kinetic energy at high temperatures, which can lead to preferential diffusion into the adsorbent pores. Moreover, the rise in temperature causes the internal pores of the sorbent matrix to enlarge, allowing the dye molecules to enter the internal pores of the sorbent [72]. Moreover, the thermodynamic parameters such as ΔH°, ΔG°, and ΔS°, calculated from Van’t Hoff plots, supported the endothermic and spontaneous nature of the adsorption. The positive ΔH° values further confirmed the endothermic behavior, while the negative ΔG° values across the studied temperature range implied the feasibility and spontaneity of the dye uptake process. The positive entropy change (ΔS°) suggested increased randomness at the solid–solution interface during adsorption, possibly due to the displacement of water molecules by dye molecules. These findings underline the thermally activated mechanism of adsorption and the potential for better performance at elevated temperatures.

(a) Effect of temperature on adsorption for MG; (b) effect of temperature on adsorption for BG; (c) thermodynamic study of MG; (d) thermodynamic study of BG.
Figure 7.
(a) Effect of temperature on adsorption for MG; (b) effect of temperature on adsorption for BG; (c) thermodynamic study of MG; (d) thermodynamic study of BG.

3.3. Statistical analysis through the RSM model

In this investigation, the five most important operational parameters on MG and BG uptake, such as adsorbent dose, MG concentration, string speed, pH, and temperature, were taken as input variables, and the MG and BG removal (%) was considered as the outcome of this experiment design. The statistical coefficients for the MG and BG Removal model were generated using Design Expert Software (Version 8.0.6), as shown in Eq. (16) and Eq. (17) respectively.

(16)
MG Removal Efficiency = 98.564 + 0.81 A 2.03 B 0.165 C + 2.84 D + 2.73 E 0.0124 A B 0.325 A C 0.08124 A D 0.9875 A E 1.0125 B C + 0.48125 B D 0.04999 B E 0.91875 C D 0.675 C E + 1.01875 D E + 2.0675 A 2 1.2175 B 2 1.13 C 2 3.005 D 2 3.6675 E 2

(17)
BG Removal Efficiency = 97.0095 + 2.3725 A 1.2625 B 0.07750 C 4.2175 D + 2.6325 E 0.071874 A B + 0.64687 A C 1.378125 A D 2.684375 A E 0.6406 B C 0.47812 B D 0.303125 B E + 1.503125 C D 1.378125 C E 0.41562 D E 3.324375 A 2 1.236875 B 2 1.511875 C 2 3.449375 D 2 3.799375 E 2

RSM utilizes the supplied data to evaluate the impact of various parameters on adsorption efficiency using a regression model. To illustrate the connection between the response variable (here, adsorption efficiency) and the predictor variables (adsorbent dose, concentration, string speed, pH, and temperature), RSM usually employs a second-order polynomial equation. Each component and its interactions are represented by their coefficients in the data, which together determine the total response. The initial level of adsorption efficiency when all parameters are zero is represented by the constant term, which is 98.564 and 97.0095 for MG and BG, respectively.

To evaluate the model of the regression equation, the Analysis of Variance (ANOVA) method was used to determine the impact of key parameters. The equilibrium and initial MG concentrations were calculated to generate the actual data, and mathematical model equations were used to predict the values. Based on the actual and predicted data, the value of the correlation coefficient (R2) was calculated to validate the model’s success. The study’s findings are presented in four figures: Figures 8(a-d). In Figure 8(a), the impact of MG concentration and adsorbent dose on MG removal efficiency is illustrated. The study showed that increasing the adsorbent dose (30-70) g/L and the MG concentration (30-50 mg/L) led to an improvement in MG removal rate initially from (90% - 98%) followed by decreasing from (90% to 80%) while keeping the stirring speed, pH and temperature constant. Figure 8(b) presents the effect of pH and adsorbent dose on MG removal efficiency. The study showed that even with a low dose of adsorbent (30 g/L) and at 9 pH, the removal efficiency of MG was found to be maximum, which is almost 100%, while the other parameters, such as, stirring speed (150 rpm), MG concentration (40 mg/L) and temperature (30°C) keeping constant. Similar type results have been found in Figures 8(c-d).

Mutual interaction and desirability analysis obtained from RSM-CCD of BG dye adsorption efficiency over BR-Zn. The mutual Interaction of (a) Concentration and Adsorbent dosage; (b) pH and adsorbent dosage; (c) Temperature and adsorbent dosage; (d) Temperature and pH.
Figure 8.
Mutual interaction and desirability analysis obtained from RSM-CCD of BG dye adsorption efficiency over BR-Zn. The mutual Interaction of (a) Concentration and Adsorbent dosage; (b) pH and adsorbent dosage; (c) Temperature and adsorbent dosage; (d) Temperature and pH.

Similarly, Figures 9(a-d) illustrate the interactions of different parameters, providing insight into their combined effects on adsorption efficiency. Figure 9(a) depicts the interaction between initial dye concentration and adsorbent dosage. Increasing the adsorbent dosage generally enhances dye removal efficiency, as it provides more active sites for adsorption. However, at higher dye concentrations, the removal efficiency may plateau or decrease if the adsorbent’s capacity becomes saturated. Figure 9(b) illustrates the combined effect of pH and adsorbent dosage on BG dye adsorption. The solution’s pH significantly influences the surface charge of the adsorbent and the ionization state of the dye, affecting adsorption efficiency. At lower pH levels, increasing the adsorbent dosage enhances removal efficiency; however, this effect may diminish at higher pH values due to changes in electrostatic interactions. Figure 9(c) examines how temperature and adsorbent dosage jointly affect BG dye adsorption. Elevated temperatures can increase adsorption efficiency by enhancing the mobility of dye molecules and the active sites’ accessibility. However, the extent of this effect depends on the adsorbent dosage; higher dosages may lead to a more pronounced improvement in efficiency with temperature increases. Figure 9(d) explores the interaction between temperature and pH. The adsorption efficiency varies with changes in temperature and pH, indicating that optimal conditions exist for maximum dye removal.

Mutual interaction and desirability analysis obtained from RSM-CCD of BG dye adsorption efficiency over BR-Zn. Mutual Interaction of (a) Concentration & Adsorbent Dosage; (b) pH & Adsorbent Dosage; (c) Temperature & Adsorbent Dosage; (d) Temperature & pH.
Figure 9.
Mutual interaction and desirability analysis obtained from RSM-CCD of BG dye adsorption efficiency over BR-Zn. Mutual Interaction of (a) Concentration & Adsorbent Dosage; (b) pH & Adsorbent Dosage; (c) Temperature & Adsorbent Dosage; (d) Temperature & pH.

To validate the model, the researchers conducted an ANOVA with various process parameters using activated clay as the adsorbent. The Sum of Squares (1907 for MG removal and 3063 for BG removal) is a statistic used in RSM to quantify the total variability in the data and the extent to which the observed data points differ from the mean value. The extent to which the model accounts for the observed variance in the response variable is demonstrated by an increasing sum of squares, which also signifies greater variability in the data. This example uses 20 data points to determine the variance of the response variable, as indicated by the Degrees of Freedom (df = 20), which denotes the number of independent values that can vary in the study. To provide an average measure of variation per degree of freedom, the Mean Square (95.63 and 153.16, respectively, for MG and BG) is calculated by dividing the Sum of Squares by the Degrees of Freedom. This number represents the dispersion of the data. Tests for general model significance are indicated by the F-value (53.99 and 64.28, respectively, for MG and BG), which is a ratio of the model’s mean square to the error’s mean square. A larger F-value suggests that the model can explain a considerable amount of the response variable’s variability. The possibility that the reported results are attributable to chance is indicated by the p-value, which is less than 0.0001. It is quite improbable that the findings in the model happened inadvertently, given the statistical significance of the data and the low p-value. In terms of statistical significance, these metrics point to a very reliable and highly significant model that the RSM analysis employed to explain the response variable’s variability. In addition to that, the ANOVA findings revealed an average removal effectiveness of 98% for MG and 97% for BG, a standard deviation of 1.45 (average), and a coefficient of variation (C.V. %) of 1.55 (average). The adjusted and predicted R2 values for MG removal were 0.955 and 0.906, respectively, while the adjusted and predicted R2 values for MG and BG removal were 0.962 and 0.916. The model’s correlation coefficient value (R2) was found to be 0.989 and 0.977 for MG and BG, respectively.

The close agreement between the adjusted R2 and the predicted R2, with a difference of less than 0.2, suggests the model’s reliability. Table 2 shows the actual and expected removal efficiency values estimated using the Response Surface Methodology (RSM) model. By applying response surface methodology (RSM), it was found that under certain conditions, the MG and BG dyes could be effectively removed, with removal efficiencies of 98% and 96.5%, respectively. The ideal settings involved a starting MG concentration of 40 ppm and a contact duration of 180 min. An adsorbent dose of 40 g/L, a pH of 7, a temperature of 30°C, and a stirring speed of 150 rpm were used in the procedure. The treatment procedure was found to be effective in the given experimental parameters, as these conditions maximized the removal efficiency of MG and BG (Figure S4).

Figure S4

3.4. Adsorption isotherm

Adsorption isotherms can provide useful information about the physicochemical interaction between the adsorbent and adsorbate. Therefore, a range of experiments were executed by varying the concentration of MG and BG dyes from 10 to 70 mg/L. The required values for linear model isotherm fitting were calculated, and model fitting (Langmuir, Freundlich, Temkin, D-R) was carried out using the experimental data. The respective data are shown in Figure 10, and the value obtained from the fitting was summarised in Table 4. The R2 values for MG and BG dyes are 0.99 and 0.98, respectively, which suggests that the experimental data are in good agreement with the Langmuir isotherm model. From the isotherm point of view, it may be predicted that the adsorbent surface is homogeneous, and a monolayer sorption may have occurred on its surface [73]. The obtained KL values are 0.27 and 5.42 for MG and BG dyes, respectively, indicating that the interaction between BG and zinc-treated BR sorbent is stronger compared to MG and BR-Zn. The maximum loading at equilibrium (qm) for the process was evaluated at 64.93 mg/g and 41.84 mg/g for MG and BG, respectively. The above results are attributed to the fact that although the adsorbent exhibits a stronger affinity for BG dye, it has a higher adsorption capacity for MG dye. This could be due to differences in the molecular size, shape, or interaction mechanism of the two dyes, which affect the packing density and coverage on the adsorbent surface. The RL value, as obtained from experimental data, is 0.067 for MG and 0.0036 for BG, indicating a favorable sorption process, as the value of RL lies between 0 and [74].

Adsorption isotherm models fitting for MG adsorption (a) Langmuir; (b) Freundlich; (c) Temkin; (d) D-R, for BG adsorption (e) Langmuir; (f) Freundlich; (g) Temkin; (h) D-R.
Figure 10.
Adsorption isotherm models fitting for MG adsorption (a) Langmuir; (b) Freundlich; (c) Temkin; (d) D-R, for BG adsorption (e) Langmuir; (f) Freundlich; (g) Temkin; (h) D-R.
Table 4. Equilibrium parameters of different isotherm models used in the study for MG and BG dye.
Adsorbent used Isotherm Equilibrium parameters of MG dye adsorption Equilibrium parameters of BG dye adsorption
BR-Zn Langmuir qm(mg/g) 64.93 KL 0.27 R2 0.99 qm(mg/g) 41.84 KL 5.422 R2 0.98
Freundlich 1/n 0.4412 Kf 17.34 R2 0.93 1/n 1.0298 Kf 2.401596 R2 0.95
Temkin Bt(kJ/mol) 0.014 Kt 2.811 R2 0.97 Bt(kJ/mol) 0.009402 Kt 1.7775 R2 0.92
Dubinin-Radsukevich qm (mg/g) 44.58 K 5.00x 10-7 R2 0.95 qm (mg/g) 2.04 K 0.000002 R2 0.89

3.5. Adsorption kinetics

Sorption is a physicochemical process where mass transfer of solute takes place from a solution to the surface of the sorbent. Although it is an arduous task to elucidate the exact sorption mechanism, a kinetic study may elucidate the probable reaction pathway for the process [75]. Pseudo first order, Pseudo second order, Intra particle diffusion model, and Elovich kinetic model for the sorption of MG and BG over zinc-treated BR were provided in Figures 11(a-h). The highest R2 value (≈ 0.99) was obtained from the Eovich kinetic model for MG. Parameter such as α (initial adsorption rate) and β (desorption rate during each experiment) of the Elovich kinetic model were calculated from the graph. However, BG follows pseudo-second order reaction pathways Figure 11(f). All the calculated data from kinetic models were summarised in Table 5 for both MG and BG dyes.

Linear kinetics model fitting MG adsorption (a) Pseudo 1st order; (b) Pseudo 2nd order; (c) intraparticle diffusion model; (d) Elovich kinetic model. BG adsorption (e) Pseudo 1st order; (f) Pseudo 2nd order; (g) intraparticle diffusion model; (h) Elovich kinetic model.
Figure 11.
Linear kinetics model fitting MG adsorption (a) Pseudo 1st order; (b) Pseudo 2nd order; (c) intraparticle diffusion model; (d) Elovich kinetic model. BG adsorption (e) Pseudo 1st order; (f) Pseudo 2nd order; (g) intraparticle diffusion model; (h) Elovich kinetic model.
Table 5. Kinetic and thermodynamic summary of the present study.
Kinetics and thermodynamics data of MG dye adsorption Kinetics and thermodynamics data of BG dye adsorption
Rate constant qe (mg. g-1) R2 Rate constant qe (mg. g-1) R2
Experimental 81.77 37.41
Pseudo first-order model K1 = -5.5×10-5 5.500286 0.95 K1 = 0.000012 4.941159 0.90
Pseudo-second order model K2 = 2126.003 60.60606 0.95 K2 = 1749.83075 103.0928 0.97
Intra-particle diffusion model Kp = 2.91 0.96 Kp = 2.59 0.95
Elovich Model α = 1.32, β = 0.076 0.99 α = 0.504, β = 0.069 0.84
Thermodynamic parameter Temp (K) ΔG0(kJ/mol) ΔH0 (kJ/mol) ΔS0 (kJ/mol) ΔG0 (kJ/mol) ΔH0 (kJ/mol) ΔS0 (kJ/mol)
303 K -10.53440 14.0406 78.3178 -6.72689 47.424 178.481
313 K -10.53027 -10.2218
323 K -10.30476 -14.0267

3.6. Thermodynamic study

A thermodynamic study of the sorption process may offer insight into the mechanism of sorption. ΔH, ΔS, and ΔG were calculated using Vant Hoff’s equation. From Figure 7(a), it is evident that with an increase in temperature, the adsorption efficiency value increases for both the dyes, indicating the sorption process is endothermic in nature. If the change in enthalpy value lies between 4 and 40 kJ/mol, then the process can be termed physisorption [76]. The ΔH value for the sorption process for MG dye and BG dye was found to be 14.04 KJ/mol and 47.42 KJ/mol, respectively, which suggests the sorption process is physisorption in nature. The calculated ΔG values were -10.53, -10.53, and -10.304 KJ/mol for MG and -6.72, -10.22, and -14.02 KJ/mol for BG dye, which demonstrates that the process is spontaneous in nature. Finally, the ΔS value of both dyes was calculated; the value comes from thermodynamic modeling for MG dye was 78.317 KJ/mol, and for BG dye was 178.48 kJ/mol, which suggests a decrease in randomness after adsorption of MG on the zinc-treated BR surface [77]. Possibly, the positive value suggests the orderly arrangement of the solute dye molecules on the surface of the sorbent. The nearly similar structure of both dyes may be one of the probable reasons that both dyes exhibit a spontaneous and endothermic nature after adsorbing on the surface of the RM-Zn.

3.7. Proposed mechanism

A control UV/Vis spectrum of MG and BG uptake over BR (before activation), and zinc-treated BR (after activation) was represented by Figure S3. From the spectrum, it can be observed that the adsorption of MG dye over BR gets saturated beyond 180 min The Ae value for BR is 50% whereas after activation with zinc, the treated BR at 180 min has increased to 95%. However, for BG, the maximum adsorption efficiency for BR is 46%, and for zinc-treated BR, it is 93% at 330 min. From the zeta potential and PZC data, it can be concluded that after activation, a significant amount of negative charge deposition has occurred on the surface of BR. A high adsorption efficiency value was obtained although the solution pH was maintained at 7, which is lower than the PZC of 7.91. This suggests not only charges but also some ions could be interfering with the sorption process, probably the OH- ion. The experimental data best fit with the Langmuir isotherm, which points to the physisorption of the MG and BG over BR-Zn. The thermodynamic data ΔH=14.04 KJ/mol and 47.42 KJ/mol for MG and BG dye also coincide with isotherm fitting, suggesting physisorption of MG and BG over BR-Zn.

3.8. Reusability

When assessing the commercial potential and economic viability of sorbent systems, the reusability of the adsorbent is a crucial factor to consider. As seen in Figure S5, the sorption efficiency of zinc-treated BR remains almost the same up to the 4th cycle. Beyond that, the process requires an additional 15 to 20 minutes for the MG dye and the same for the BG dye. To unveil the commercial potential of the sorbent zinc-treated, BR, further processing and scale-up can be performed.

Figure S5

3.9. Ecotoxic analysis

Ensuring the safe reuse or discharge of treated water into natural water bodies is one of the primary reasons for removing MG and BG dyes from water. The study evaluated the treated water’s continued ability to inhibit E. coli growth. The well containing MG-contaminated water showed a distinct 1.07 cm antibacterial zone Figure12(a). Whereas in the case of BG, it gave a 1.6 cm zone Figure 12(b), indicating the antibacterial agent’s efficacy against bacteria. On the other hand, complete bacterial growth was seen close to the treated and distilled water well, suggesting that the treated water had no negative effects [78]. This implies that MG and BG dyes may be successfully removed from water by zinc-treated BR without causing further contamination. Moreover, this suggests that zinc-treated BR adsorption performs efficiently without leaving any negative residues, which makes it an effective water-purifying technique. Further optimization, continuous monitoring, and pilot-scale studies could enhance the efficiency of the technique.

(a) Toxicity test of MG dye after adsorption; (b) Toxicity test of BG dye after adsorption. (DW: Distilled water; CW: Contaminated water (containing MG dye); TW: Treated water).
Figure 12.
(a) Toxicity test of MG dye after adsorption; (b) Toxicity test of BG dye after adsorption. (DW: Distilled water; CW: Contaminated water (containing MG dye); TW: Treated water).

3.10. Comparison with other adsorbents

The comparative analysis of various adsorbents for the removal of triarylmethane dyes, such as MG and BG, highlights the superior performance of the zinc-treated BR developed in this study, exhibiting maximum adsorption capacities of 38.04 mg/g for MG and 37.05 mg/g for BG under optimized operational conditions. In contrast, traditional adsorbents, such as bagasse fly ash (9.98 mg/g) and fly ash from a thermal power plant (1 mg/g), demonstrated significantly lower adsorption efficiencies. Among the mineral and nanocomposite-based materials, zeolite-magnetite nanocomposites and pumice stone showed moderate adsorption capacities of 21.05 mg/g and 22.57 mg/g, respectively. Functionalized MWCNTs and industrial solid wastes offered relatively lower adsorption capacities, while synthetic polymers like poly(divinylbenzene) achieved 14.61 mg/g. Interestingly, agricultural waste-based adsorbents such as pistachio shells and tea powder exhibited remarkably high capacities of 46.42 mg/g and 101.01 mg/g, respectively, indicating the potential of low-cost biomass for dye remediation. However, when considering a balance between adsorption capacity, availability, cost, and environmental impact, zinc-treated BR stands out as a promising and sustainable alternative for effective dye removal from aqueous media. Table 6 compares the adsorption capacity of different zinc-treated BR adsorbents from the literature with current study.

Table 6. Comparison of the adsorption capacity of zinc-treated BR with different adsorbents for the removal of MG and BG dye.
S. No. Sorbent Maximum adsorption capacity Operational parameters References
1 Zinc-treated BR (BR-Zn) 38.04 mg/g MG 37.05 mg/g BG Dye concentration, pH, Adsorbent dosage, stirring speed, temperature This study
2 bagasse fly ash (BFA) 9.980 mg/g Dye concentration, pH, Adsorbent dosage, Temperature, contact time [79]
3 Thermal power plant-based fly ash (PTPS) 1 mg/g Dye concentration, pH, Adsorbent dosages, Temperature, contact time [80]
4 zeolite-magnetite nanocomposite 21.05 mg/g Adsorbent dosage, Dye concentration, pH, contact time, and temperature. [81]
5 Industrial soild 10.058 mg/g Contact time, pH, Dye concentration [81]
6 Multi-walled carbon nanotubes (MWCNTs) functionalized with the carboxylate group 11.73 mg/g Contact time, pH, Temperature, Dye concentration [82]
7 Pumice stone 22.57 mg/g Contact time, Particle size, Absorbent dosages, pH, Dye concentration, Temperature [83]
8 Poly divinely Benzene 14.61 mg/g Dye concentration, pH, Adsorbent dosage, Temperature, contact time [84]
9 Pistachio shell agricultural waste 46.42 mg/g Dye concentration, pH, Adsorbent dosage, coexisting ions [85]
10 Tea Powder 101.01 mg g−1 Dye concentration, pH, Adsorbent dosage, coexisting ions [86]

4. Conclusions

The ability of BR chemically activated with zinc chloride (BR-Zn) to remove MG dye from water-based solutions is demonstrated in this work. Recycling BR without structural deformation is possible due to its structural rigidity and robustness, which has the potential to significantly decrease operational costs and complexity, in addition to allowing for surface chemical tailoring to enhance adsorption efficiency. Chemical activation is necessary for the effective removal of MG from untreated BR, which exhibits no useful adsorption effectiveness. To determine the optimal conditions for the adsorption process, we employed the response surface methodology. A staggering 98% removal efficiency was achieved under these conditions: 40 g/L of adsorbent, 40 ppm of starting MG, pH 7, 30°C temperature, 150 rpm swirling speed, and 180 min of contact time. The study rigorously examined how many parameters, such as adsorbent dose, MG concentration, stirring speed, pH, and temperature, affected adsorption effectiveness. According to the findings, adsorption efficiency grows with increasing adsorbent dose and temperature; however, the most effective removal occurs at the ideal pH and stirring speed. After activation, BR underwent notable structural and surface charge changes, which were validated by TEM, EDX, BET, and zeta potential investigations. These modifications contributed to the improved adsorption performance. Based on thermodynamic analysis, it was concluded that the adsorption was physisorption, and the fact that it followed the Langmuir isotherm indicated that it was a monolayer adsorption process. In addition, antimicrobial tests verified that the treated water was safe and had no negative effects, highlighting the potential of zinc-treated BR for real-world water purification uses. Ultimately, BR is a practical and cost-effective choice for treating wastewater, as its adsorption ability for MG and BG is significantly enhanced through chemical activation with ZnCl2. The technique might be fine-tuned and scaled up for more widespread industrial uses with additional optimization, continuous monitoring, and pilot-scale investigations.

Acknowledgment

This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIT) (No. RS-2023-00219983). This work is supported by the Ministry of Mines, Government of India (Met4-14/15/2022). Moonis Ali Khan acknowledges financial support through Ongoing Research Funding Program (ORF-2025-345), King Saud University, Riyadh, Saudi Arabia.

CRediT authorship contribution statement

All authors contributed to the study conception and design of the present review work. The collection of data and methodologies have been reviewed by Abhrajit Chatterjee, Anurag Panda, and Subhasis Patra. All the Figures have drwan by Anurag Panda and Anuradha Upadhaya. The manuscript was originally drafted by Abhrajit Chatterjee, Sankha Chakrabortty, Shirsendu Banerjee, Ramesh Kumar. This work is partially helped with funded by Prof. B-H. Jeon and Moonis Ali Khan. It was critically revised by Dr. Suraj K Tripathy, Dr. Amrita Mishra and Prof. B-H. Jeon.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Data availability

Data supporting this study are openly available from Dr. Suraj K Tripathy

Declaration of Generative AI and AI-assisted technologies in the writing process

The authors confirm that there was no use of artificial intelligence (AI)-assisted technology for assisting in the writing or editing of the manuscript and no images were manipulated using AI.

Supplementary data

Supplementary material to this article can be found online at https://dx.doi.org/10.25259/AJC_141_2025

References

  1. . Water and civilization. Water International. 1992;17:163-171. https://doi.org/10.1080/02508069208686135
    [Google Scholar]
  2. , , , , , , , , , , , , . Valuing water for sustainable development. Science (New York, N.Y.). 2017;358:1003-1005. https://doi.org/10.1126/science.aao4942
    [Google Scholar]
  3. , . Sustainable water and sanitation for all: Are we there yet? Water Research. 2021;207:117765. https://doi.org/10.1016/j.watres.2021.117765
    [Google Scholar]
  4. , , , . Adsorption of anionic dyes from aqueous solution on fly ash. Journal of Hazardous Materials. 2010;181:335-342. https://doi.org/10.1016/j.jhazmat.2010.05.015
    [Google Scholar]
  5. , , , , , . Accounting for interactions between sustainable development goals is essential for water pollution control in China. Nature Communications. 2022;13:730. https://doi.org/10.1038/s41467-022-28351-3
    [Google Scholar]
  6. . Water quality and its interlinkages with the sustainable development goals. Current Opinion in Environmental Sustainability. 2019;36:126-140. https://doi.org/10.1016/j.cosust.2018.11.005
    [Google Scholar]
  7. , , , , . Textile dyes effluents: A current scenario and the use of aqueous biphasic systems for the recovery of dyes. Journal of Water Process Engineering. 2023;55:104125. https://doi.org/10.1016/j.jwpe.2023.104125
    [Google Scholar]
  8. . The history of dyes and pigments. In: Colour Design. Elsevier; . p. :557-587. https://doi.org/10.1016/B978-0-08-101270-3.00024-2
    [Google Scholar]
  9. , , . Synthetic organic dyes as contaminants of the aquatic environment and their implications for ecosystems: A review. The Science of the Total Environment. 2020;717:137222. https://doi.org/10.1016/j.scitotenv.2020.137222
    [Google Scholar]
  10. , , . Classification and impact of synthetic textile dyes on aquatic flora: A review. Regional Studies in Marine Science. 2021;45:101802. https://doi.org/10.1016/j.rsma.2021.101802
    [Google Scholar]
  11. . Malachite green: A review. Journal of Fish Diseases. 1985;8:289-298. https://doi.org/10.1111/j.1365-2761.1985.tb00945.x
    [Google Scholar]
  12. , , , , , , . Malachite green and leucomalachite green in fish: A global systematic review and meta-analysis. Environmental Science and Pollution Research International. 2023;30:48911-48927. https://doi.org/10.1007/s11356-023-26372-z
    [Google Scholar]
  13. , , , , , , . Transcriptome analysis of zebra fish (Danio rerio) eggs following treatment with malachite green. Aquaculture. 2020;514:734500. https://doi.org/10.1016/j.aquaculture.2019.734500
    [Google Scholar]
  14. , . Elucidation of malachite green induced behavioural, biochemical, and histo-architectural defects in cyprinus carpio, as piscine model. Environmental and Sustainability Indicators. 2020;8:100055. https://doi.org/10.1016/j.indic.2020.100055
    [Google Scholar]
  15. , , , , , , . The synthetic dye malachite green found in food induces cytotoxicity and genotoxicity in four different mammalian cell lines from distinct tissuesw. Toxicology Research. 2023;12:693-701. https://doi.org/10.1093/toxres/tfad059
    [Google Scholar]
  16. , , . Toxicity of malachite green on plants and its phytoremediation: A review. Regional Studies in Marine Science. 2023;62:102911. https://doi.org/10.1016/j.rsma.2023.102911
    [Google Scholar]
  17. , , , , , . The gut microbiota: A new perspective on the toxicity of malachite green (MG) Applied Microbiology and Biotechnology. 2019;103:9723-9737. https://doi.org/10.1007/s00253-019-10214-5
    [Google Scholar]
  18. , , . Effect of malachite green toxicity on non target soil organisms. Chemosphere. 2015;120:637-644. https://doi.org/10.1016/j.chemosphere.2014.09.043
    [Google Scholar]
  19. , , , , , , , . Effects of malachite green (MG) and its major metabolite, leucomalachite green (LMG), in two human cell lines. Toxicology in Vitro: An International Journal Published in Association with BIBRA. 2005;19:853-858. https://doi.org/10.1016/j.tiv.2005.06.021
    [Google Scholar]
  20. , , , . Review of methods for the detection and determination of malachite green and leuco-malachite green in aquaculture. Critical Reviews in Analytical Chemistry. 2019;49:1-20. https://doi.org/10.1080/10408347.2018.1456314
    [Google Scholar]
  21. , . Textile dye wastewater characteristics and constituents of synthetic effluents: A critical review. International Journal of Environmental Science and Technology. 2019;16:1193-1226. https://doi.org/10.1007/s13762-018-2130-z
    [Google Scholar]
  22. , , , , . Insights into remediation technology for malachite green wastewater treatment. Water Science and Engineering. 2023;16:261-270. https://doi.org/10.1016/j.wse.2023.03.002
    [Google Scholar]
  23. , , . Behavior of malachite green with different adsorption matrices. Frontiers in Life Science. 2013;7:99-111. https://doi.org/10.1080/21553769.2013.803210
    [Google Scholar]
  24. , , , , , , , . Recent approach in the application of nanoadsorbents for malachite green (MG) dye uptake from contaminated water: A critical review. Environmental Nanotechnology, Monitoring & Management. 2023;20:100891. https://doi.org/10.1016/j.enmm.2023.100891
    [Google Scholar]
  25. , , , . Performance evaluation of polymer-marine biomass based bionanocomposite for the adsorptive removal of malachite green from synthetic wastewater. Environmental Research. 2022;204:112132. https://doi.org/10.1016/j.envres.2021.112132
    [Google Scholar]
  26. , , , , , . Hematite iron oxide nanoparticles (α-Fe2O3): Synthesis and modelling adsorption of malachite green. Journal of Environmental Chemical Engineering. 2020;8:103394. https://doi.org/10.1016/j.jece.2019.103394
    [Google Scholar]
  27. , , . Characterization studies of red mud modification processes as adsorbent for enhancing ferricyanide removal. Journal of Environmental Management. 2018;206:266-275. https://doi.org/10.1016/j.jenvman.2017.10.037
    [Google Scholar]
  28. , , , . Synergistic utilization, critical mechanisms, and environmental suitability of bauxite residue (red mud) based multi-solid wastes cementitious materials and special concrete. Journal of Environmental Management. 2024;361:121255. https://doi.org/10.1016/j.jenvman.2024.121255
    [Google Scholar]
  29. , , , , , . O3 oxidation excited by yellow phosphorus emulsion coupling with red mud absorption for denitration. Journal of Hazardous Materials. 2021;403:123971. https://doi.org/10.1016/j.jhazmat.2020.123971
    [Google Scholar]
  30. , , , , , . Simultaneous removal of SO2 and NO using a novel method with red mud as absorbent combined with O3 oxidation. Journal of Hazardous Materials. 2020;392:122270. https://doi.org/10.1016/j.jhazmat.2020.122270
    [Google Scholar]
  31. , , , . Removal of malachite green and crystal violet cationic dyes from aqueous solution using activated sintering process red mud. Applied Clay Science. 2014;93-94:85-93. https://doi.org/10.1016/j.clay.2014.03.004
    [Google Scholar]
  32. , , , , , , . Soft ion divalent metals toward adsorption on Zn/Al-POM layered double hydroxide. Journal of Ecological Engineering. 2021;22:109-120. https://doi.org/10.12911/22998993/142122
    [Google Scholar]
  33. , , , , , , , , , , . Sorptive removal of malachite green from aqueous solution by magnetite/coir pith supported sodium alginate beads: Kinetics, isotherms, thermodynamics and parametric optimization. Environmental Technology & Innovation. 2021;24:101818. https://doi.org/10.1016/j.eti.2021.101818
    [Google Scholar]
  34. , . A statistical experiment design approach for arsenic removal by coagulation process using aluminum sulfate. Desalination. 2010;254:42-48. https://doi.org/10.1016/j.desal.2009.12.016
    [Google Scholar]
  35. , , , , , , , , , , . A novel membrane-integrated sustainable technology for downstream recovery of molybdenum from industrial wastewater. Resources, Conservation and Recycling. 2023;196:107035. https://doi.org/10.1016/j.resconrec.2023.107035
    [Google Scholar]
  36. , , , . Application of response surface methodology for optimization of biosorption of fluoride from groundwater using Shorea robusta flower petal. Applied Water Science. 2017;7:4673-4690. https://doi.org/10.1007/s13201-017-0630-5
    [Google Scholar]
  37. , , . Determination of point of zero charge (PZC) of concrete particles adsorbents. IOP Conference Series: Materials Science and Engineering. 2021;1184:012004. https://doi.org/10.1088/1757-899x/1184/1/012004
    [Google Scholar]
  38. , , , . Adsorption Isotherms and Kinetic Models. In: , , eds. Carbon Nanomaterials and their Composites as Adsorbents. Springer, Cham: Carbon Nanostructures; . https://doi.org/10.1007/978-3-031-48719-4_8
    [Google Scholar]
  39. . The adsorption of gases on plane surfaces of glass, mica and platinum. Journal of the American Chemical Society. 1918;40:1361-1403. https://doi.org/10.1021/ja02242a004
    [Google Scholar]
  40. , , , . Freundlich isotherm: An adsorption model complete framework. Applied Sciences. 2021;11:8078. https://doi.org/10.3390/app11178078
    [Google Scholar]
  41. , , . Modelling and thermodynamic properties of pure CO2 and flue gas sorption data on South African coals using Langmuir, Freundlich, Temkin, and extended Langmuir isotherm models. International Journal of Coal Science & Technology. 2022;9:45. https://doi.org/10.1007/s40789-022-00515-y
    [Google Scholar]
  42. . Revisiting the temkin isotherm: Dimensional inconsistency and approximate forms. Industrial & Engineering Chemistry Research. 2021;60:13140-13147. https://doi.org/10.1021/acs.iecr.1c01788
    [Google Scholar]
  43. , , , , . Recent advances in adsorption kinetic models: their application to dye types. Arabian Journal of Chemistry. 2021;14:103031. https://doi.org/10.1016/j.arabjc.2021.103031
    [Google Scholar]
  44. , , , , . Nonlinear kinetic modeling of malachite green adsorption onto green waste bio-adsorbents using CCF-RSM. Chemometrics and Intelligent Laboratory Systems. 2023;240:104911. https://doi.org/10.1016/j.chemolab.2023.104911
    [Google Scholar]
  45. . Derivation of the freundlich adsorption isotherm from kinetics. Journal of Chemical Education. 2009;86:1341. https://doi.org/10.1021/ed086p1341
    [Google Scholar]
  46. , , , . Adsorption of malachite green by activated carbon derived from gasified Hevea brasiliensis root. Arabian Journal of Chemistry. 2021;14:103104. https://doi.org/10.1016/j.arabjc.2021.103104
    [Google Scholar]
  47. , , , , , , , , , , , . Porous carbon adsorbents for highly efficient adsorption of malachite green dye from aqueous solutions: kinetics, isotherms, and mechanism of adsorption. Water, Air, & Soil Pollution. 2024;235:439. https://doi.org/10.1007/s11270-024-07198-y
    [Google Scholar]
  48. , , , , , , , . Facile synthesis, characterization and application of magnetic Fe3O4-coir pith composites for the removal of methyl violet from aqueous solution: Kinetics, isotherm, thermodynamics and parametric optimization. Journal of the Indian Chemical Society. 2022;99:100447. https://doi.org/10.1016/j.jics.2022.100447
    [Google Scholar]
  49. , , , , . Desorption strategies and reusability of biopolymeric adsorbents and semisynthetic derivatives in hydrogel and hydrogel composites used in adsorption processes. ACS Engineering Au. 2023;3:443-460. https://doi.org/10.1021/acsengineeringau.3c00022
    [Google Scholar]
  50. , , . Toxicological effects of malachite green. Aquatic toxicology (Amsterdam, Netherlands). 2004;66:319-329. https://doi.org/10.1016/j.aquatox.2003.09.008
    [Google Scholar]
  51. , , , , . Crystal chemistry of cancrinite-group minerals with an ab-type framework: A review and new data. ii. Ir spectroscopy and its crystal-chemical implications. The Canadian Mineralogist. 2011;49:1151-1164. https://doi.org/10.3749/canmin.49.5.1151
    [Google Scholar]
  52. , , , , , , , , , , . Green synthesis of red mud based ZnO Fe2O3 composite used for photo-Fenton reaction under visible light. Journal of Cleaner Production. 2019;207:717-727. https://doi.org/10.1016/j.jclepro.2018.10.051
    [Google Scholar]
  53. , . The transformation of ferrihydrite into goethite or hematite, revisited. Journal of Solid State Chemistry. 2006;179:716-722. https://doi.org/10.1016/j.jssc.2005.11.030
    [Google Scholar]
  54. , , , , , . Fly ash-based geopolymer lightweight concrete using foaming agent. International Journal of Molecular Sciences. 2012;13:7186-7198. https://doi.org/10.3390/ijms13067186
    [Google Scholar]
  55. , . Mössbauer, FT-IR and FE SEM investigation of iron oxides precipitated from FeSO4 solutions. Journal of Molecular Structure. 2007;834-836:445-453. https://doi.org/10.1016/j.molstruc.2006.10.059
    [Google Scholar]
  56. , . Preparation and characterization of a novel magnetic nano-adsorbent. Journal of Materials Chemistry. 2002;12:3654-3659. https://doi.org/10.1039/b207158d
    [Google Scholar]
  57. , , , , . Influence of organic amines on size and properties of amorphous porous nano silica. Advanced Porous Materials. 2013;1:224-228. https://doi.org/10.1166/apm.2013.1017
    [Google Scholar]
  58. , , , , , , . Accurate characterization of full pore size distribution of tight sandstones by low‐temperature nitrogen gas adsorption and high‐pressure mercury intrusion combination method. Energy Science & Engineering. 2021;9:80-100. https://doi.org/10.1002/ese3.817
    [Google Scholar]
  59. , , . Synthesis, characterization and application of Lagerstroemia speciosa embedded magnetic nanoparticle for Cr(VI) adsorption from aqueous solution. Journal of Environmental Sciences (China). 2017;55:283-293. https://doi.org/10.1016/j.jes.2016.08.012
    [Google Scholar]
  60. , , , . Cost-effective adsorption of cationic dyes using ZnO nanorods supported by orange peel-derived carbon. Scientific Reports. 2025;15:4123. https://doi.org/10.1038/s41598-025-86209-2
    [Google Scholar]
  61. . An investigation on characterization and thermal analysis of the Aughinish red mud. Journal of Thermal Analysis and Calorimetry. 2005;81:357-361. https://doi.org/10.1007/s10973-005-0792-5
    [Google Scholar]
  62. , , , , , . Towards an integrated approach for red mud valorisation: A focus on titanium. International Journal of Environmental Science and Technology. 2021;18:455-462. https://doi.org/10.1007/s13762-020-02835-5
    [Google Scholar]
  63. , , , , , . Effect of different activators on properties of slag-gold tailings-red mud ternary composite. Sustainability. 2022;14:13573. https://doi.org/10.3390/su142013573
    [Google Scholar]
  64. , , , . Effect of stirring speed on cadmium (Cd) metal adsorption from sasirangan liquid waste by rice husk activated carbon. Konversi. 2021;10 https://doi.org/10.20527/k.v10i1.9916
    [Google Scholar]
  65. , , . Changes of the adsorption parameters under the influence of static magnetic field. Journal of Magnetism and Magnetic Materials. 2022;561:169731. https://doi.org/10.1016/j.jmmm.2022.169731
    [Google Scholar]
  66. , , . Adsorption of cationic dye from aqueous solution by milk thistle seeds: Isotherm, kinetic and thermodynamic studies. Desalination and Water Treatment. 2017;78:313-320. https://doi.org/10.5004/dwt.2017.20920
    [Google Scholar]
  67. , , , , , , , , , , . Process parameters optimization, characterization, and application of KOH-activated norway spruce bark graphitic biochars for efficient Azo dye adsorption. Molecules (Basel, Switzerland). 2022;27:456. https://doi.org/10.3390/molecules27020456
    [Google Scholar]
  68. , , . Removal of methylene blue by adsorption onto activated carbon developed from ficus carica bast. Arabian Journal of Chemistry. 2017;10:S1445-S1451. https://doi.org/10.1016/j.arabjc.2013.04.021
    [Google Scholar]
  69. , , , . Adsorption of malachite green dye from aqueous solutions using mesoporous chitosan–zinc oxide composite material. Environmental Chemistry and Ecotoxicology. 2020;2:115-125. https://doi.org/10.1016/j.enceco.2020.07.005
    [Google Scholar]
  70. , , , . Adsorption of chromium from aqueous solution using chitosan beads. Adsorption. 2006;12:249-257. https://doi.org/10.1007/s10450-006-0501-0
    [Google Scholar]
  71. , , , , , . Evaluation of the adsorption efficiency on the removal of lead(II) ions from aqueous solutions using azadirachta indica leaves as an adsorbent. Processes. 2021;9:559. https://doi.org/10.3390/pr9030559
    [Google Scholar]
  72. , . Effect of Temperature on kinetics and adsorption profile of endothermic chemisorption process: –Tm(III)–PAN loaded PUF system. Separation Science and Technology. 2006;41:705-722. https://doi.org/10.1080/01496390500527993
    [Google Scholar]
  73. , , , . Monolayer gas adsorption on graphene-based materials: Surface density of adsorption sites and adsorption capacity. Surfaces. 2020;3:423-432. https://doi.org/10.3390/surfaces3030031
    [Google Scholar]
  74. , , , , . On-surface chemical dynamics of monolayer, bilayer, and many-layered graphene surfaces probed with supersonic beam scattering and STM imaging. Faraday Discussions. 2024;251:435-447. https://doi.org/10.1039/d3fd00178d
    [Google Scholar]
  75. , , . Modeling of sorption kinetics: The pseudo-second order equation and the sorbate intraparticle diffusivity. Adsorption. 2013;19:1055-1064. https://doi.org/10.1007/s10450-013-9529-0
    [Google Scholar]
  76. , , , . . Fundamentals of Adsorption in Liquid Phase. pp. 1–24. https://doi.org/10.1007/978-3-030-64092-7_1
  77. , , . Thermodynamic parameters for adsorption equilibrium of heavy metals and dyes from wastewater with low-cost adsorbents. Journal of Colloid and Interface Science. 2005;291:588-592. https://doi.org/10.1016/j.jcis.2005.04.084
    [Google Scholar]
  78. , , . Biodegradation of malachite green and rhodamine B by cecal microflora of rats. Biochemical and Biophysical Research Communications. 1994;200:1544-1550. https://doi.org/10.1006/bbrc.1994.1626
    [Google Scholar]
  79. , , . Use of bagasse fly ash as an adsorbent for the removal of brilliant green dye from aqueous solution. Dyes and Pigments. 2007;73:269-278. https://doi.org/10.1016/j.dyepig.2005.12.006
    [Google Scholar]
  80. , , , . Assessment of hydrothermally modified fly ash for the treatment of methylene blue dye in the textile industry wastewater. Environment, Development and Sustainability. 2018;20:625-639. https://doi.org/10.1007/s10668-016-9902-8
    [Google Scholar]
  81. , , , . Rapid adsorption of crystal violet onto magnetic zeolite synthesized from fly ash and magnetite nanoparticles. Journal of Encapsulation and Adsorption Sciences. 2015;05:191-203. https://doi.org/10.4236/jeas.2015.54016
    [Google Scholar]
  82. , , , , , , , , , , , . Adsorption of malachite green from aqueous solution by carboxylate group functionalized multi-walled carbon nanotubes: Determination of equilibrium and kinetics parameters. Journal of Industrial and Engineering Chemistry. 2016;34:130-138. https://doi.org/10.1016/j.jiec.2015.11.001
    [Google Scholar]
  83. , , . Adsorption of malachite green and crystal violet cationic dyes from aqueous solution using pumice stone as a low-cost adsorbent: Kinetic, equilibrium, and thermodynamic studies. Desalination and Water Treatment. 2016;57:12822-12831. https://doi.org/10.1080/(1944)3994.2015.1054315
    [Google Scholar]
  84. , , , , , . Micro-mesoporous divinyl benzene-based polymer for ultrafast, effective and selective removal of cationic dyes. Materials Chemistry and Physics. 2020;255:123564. https://doi.org/10.1016/j.matchemphys.2020.123564
    [Google Scholar]
  85. , , , , , , . Adsorption of brilliant green dye onto a mercerized biosorbent: Kinetic, thermodynamic, and molecular docking studies. Molecules (Basel, Switzerland). 2023;28:4129. https://doi.org/10.3390/molecules28104129
    [Google Scholar]
  86. , , . Adsorption of brilliant green dye by used-tea-powder: Equilibrium, kinetics and thermodynamics studies. Journal of Water Supply: Research and Technology-Aqua. 2022;71:1148-1158. https://doi.org/10.2166/aqua.2022.076
    [Google Scholar]
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