Next Article in Journal
(Un)Affordability of Informal Water Systems: Disparities in a Comparative Case Study in Beirut, Lebanon
Next Article in Special Issue
Digestate of Fecal Sludge Enhances the Tetracycline Removal in Soil Microbial Fuel Cells
Previous Article in Journal
Enhancing the TiO2-Ag Photocatalytic Efficiency by Acetone in the Dye Removal from Wastewater
Previous Article in Special Issue
Performance of Various Filtering Media for the Treatment of Cow Manure from Exercise Pens—A Laboratory Study
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Adsorption of Arsenic from Water Using Aluminum-Modified Food Waste Biochar: Optimization Using Response Surface Methodology

1
Department of Chemical Engineering, Hankyong National University, Anseong 17579, Korea
2
Department of Integrated System Engineering, Hankyong National University, Anseong 17579, Korea
3
Department of Environmental and Safety Engineering, Ajou University, Suwon 16499, Korea
4
Department of Bioresources and Rural System Engineering, Hankyong National University, Anseong 17579, Korea
5
Institute of Agricultural Environmental Sciences, Hankyong National University, Anseong 17579, Korea
*
Author to whom correspondence should be addressed.
Water 2022, 14(17), 2712; https://doi.org/10.3390/w14172712
Submission received: 26 July 2022 / Revised: 26 August 2022 / Accepted: 29 August 2022 / Published: 31 August 2022
(This article belongs to the Special Issue Agricultural Environment and Water Technology)

Abstract

:
Aluminum-impregnated food waste was selected as a filter medium for removing As(III) from aqueous solutions. The modification of food waste and its carbonization conditions were optimized using the Box–Behnken model in the response surface methodology. Pyrolysis temperature and Al content significantly influenced the As(III) adsorption capacity of aluminum-modified food waste biochar (Al-FWB), but the pyrolysis time was insignificant. Several factors affecting the adsorption capacity of the Al-FWB, including the pH, contact time, dosage, competitive anions, and reaction temperature, were studied. The low solution pH and the presence of HCO3, SO42−, and PO43− reduced the As(III) adsorption onto Al-FWB. The pseudo-second order model showed a better fit for the experimental data, indicating the dominance of the chemisorption process for As(III) adsorption. Langmuir and Freundlich isotherm models fit the adsorption data, but the Langmuir model with a higher (R2) value showed a better fit. Hence, As(Ⅲ) was adsorbed onto Al-FWB as a monolayer, and the maximum As(Ⅲ) adsorption capacity of Al-FWB was 52.2 mg/g, which is a good value compared with the other porous adsorbents. Thus, Al-FWB is a promising low-cost adsorbent for removing As(III) from aqueous solutions and managing food waste.

1. Introduction

The contamination of natural water bodies and wastewater by arsenic is a serious problem that originates from natural and human activities. The composition of natural ores that undergo mining activities and erosion and the use of pesticides are known sources of As [1]. As(V) predominantly exists in surface water bodies, but As(III), with a lower redox potential, is a dominant species in groundwater [2,3]. As(III) is more toxic and mobile than As(V), and it is difficult to remove the As(III) present in wastewater [4]. As is a carcinogen and phytotoxic element with harmful effects on human health and ecosystems [5]. Considering the adverse health and environmental effects, as well as the vast natural exposure to As [6], it is important to investigate and develop methods and technologies to reduce As to the threshold limit (0.01 mg/L) recommended by the World Health Organization [7].
Recent investigations have led to the introduction of various technologies for removing As from water and wastewater, including oxidation-coagulation [8], electrocoagulation [9], ion exchange [10], precipitation [11,12], ultrafiltration [13], reverse osmosis [14], and adsorption [15]. However, owing to the high cost, the requirement for more equipment and different chemicals, and the complexity of these techniques and operating procedures, less attention has been paid to some of these technologies [16]. Consequently, the most utilized and promising technology is adsorption because of its low cost and energy consumption for removing contaminants from water and wastewater. Adsorption technology is widely applicable for environmental remediation and has simple application procedures with a higher efficiency than other conventional technologies [17,18,19]. Using adsorption technology for environmental remediation minimizes environmental impacts and waste production [20]. The commonly employed adsorbents for removing As from aqueous solutions are iron oxyhydroxides [21], iron oxide-modified adsorbents [22], activated alumina [23], and iron-modified activated carbon [24].
Biochar is a low-cost adsorbent produced by pyrolyzing organic material in the absence of oxygen; it is highly efficient at removing contaminants from water and is therefore widely used in environmental remediation [25,26,27]. The properties of various organic residues, including sewage sludge [28], wood [29], rice husk [30], corn cob and stalk [31], Rhodes grass [32], spent mushroom compost [33], pomelo peel [34], orange peels [35], palm kernel shell [36], and palm waste [37] have been studied to produce biochar and have demonstrated different levels of utilization capability [38]. Previous studies have revealed that organic waste materials can be a great source of raw materials for producing biochar through pyrolysis [39].
Many studies have investigated the efficiency of biochar in removing contaminants consisting of cations and polar organic molecules, such as phenolics [40], halogenated compounds [41], and solvents [42], from aqueous solutions. Scientific studies have stated that the ability of biochar to remove positively charged species is dependent on both its high surface area and the negative charge on its surface; however, the negative charge on the biochar surface decreases its tendency for the sorption of anions and oxyanions, such as As [43]. To enhance the negative ion adsorption capacity of biochar, several methods have been developed to modify biochar, such as steam activation [44], alkali activation [45], metal oxide-modified biochar [46], and clay mineral and biochar composites [47].
In this study, aluminum-modified food waste biochar (Al-FWB) was prepared and utilized to remove As(III) from aqueous solutions. No artificially selected single source of food waste was used, but instead the actual food waste collected from food waste treatment plants was used. The effects of a set of experimental conditions, such as solution pH, competitive anions, adsorbent dose, reaction time, initial concentration, and reaction temperature, were studied to evaluate the arsenic removal capability of Al-FWB. Equilibrium, kinetic, and thermodynamic adsorption model analyses were performed further to characterize As(III) adsorption to Al-FWB. Consequently, the objectives of the present study were to (1) assess the As(III) removal ability of Al-FWB and optimize the adsorbent preparation using response surface methodology (RSM), which enables the analysis of the various independent variables influencing the dependent variables in one system with multiple experimental runs [48]; (2) study the effects of solution pH, ionic competition, adsorbent dosage, contact time, initial As(III) concentration, and temperature on the As(III) removal capacity of Al-FWB; and (3) gain insight into the adsorption capability of the biochar and the mechanism of As(III) adsorption.

2. Materials and Methods

2.1. Preparation and Characterization of Adsorbent

The food waste (FW) used in this study is described in our previous study [49]. The FW was collected from households and transported to an FW treatment plant. The water in the FW was partially removed by squeezing it through a screw press and then drying it at 150 °C using a steam boiler. The impurities in the dried FW were separated using a magnet and trommel separator.
The modification process was performed by adding 100 g of raw FW to 300 mL of the solutions prepared by separately dissolving 0.25 M, 0.5 M, and 0.75 M of AlCl3 in deionized (DI) water, which resulted in 2, 4, and 6 wt% Al contents in a mixture, respectively. The AlCl3 used for preparing Al-FWB was purchased from Sigma Aldrich (Burlington, MA, USA). The mixture of solution and FW was constantly stirred at 100 rpm overnight. The mixture was then dried at 100 °C for 24 h. Subsequently, the modified FW was carbonized at different temperatures (300, 450, and 600 °C) for various durations (0.5, 2, and 3.5 h) under nitrogen gas. The FW-derived biochar was then crushed, sieved (40 mesh), and stored in a desiccator.
A field emission scanning electron microscope (FE-SEM, S-4700, Hitachi, Japan) was used to investigate the morphologies of the Al-modified biochar. The elemental composition of Al-FWB was analyzed using an X-ray fluorescence (XRF) spectrometer (XRF-1700, Shimadzu, Japan) and an energy dispersive spectrometer (EDS) attached to the FE-SEM. The crystalline structure of impregnated Al and other inorganic minerals were analyzed using an X-ray diffractometer (XRD) (SmartLab; Rigaku, Japan). The functional groups on the surface of Al-FWB were identified using Fourier-transform infrared spectroscopy (FTIR) (Nicolet iS10 spectrometer, Thermo Scientific, Waltham, MA, USA) in transmittance mode. The specific surface area and porosity of the Al-FWB were measured by analyzing nitrogen adsorption with a Brunauer–Emmett–Teller (BET) surface analyzer (Quandrasorb SI, Quantachrome Instrument, Boynton Beach, FL, USA).

2.2. Response Surface Methodology (RSM)

The Box–Behnken model in the RSM was used to optimize the conditions for preparing and modifying Al-FWB for removing As(III) from aqueous solutions. Three independent variables, temperature (300, 450, and 600 °C), modified Al dosage (2, 4, and 6 w/w %), and contact time (0.5, 2, and 3.5 h), were selected, and the arsenic removal percentage was considered as the response variable. Overall, 17 trial combinations were analyzed using the Design-Expert statistical software (version 7.0.0; STAT-EASE Inc., Minneapolis, MN, USA). A quadratic model generated from the experimental data was also used for the analysis of variance (ANOVA) to determine the significance of the achieved model. The recommended highest-order polynomial model of the statistical software was not aliased and had a significant additional term. A quadratic model was generated from the experimental data based on the design and according to the following polynomial equation:
y = a 0 + a 1 A + a 2 B + a 3 C + a 12 A B + a 13 A C + a 23 B C + a 11 A 2 + a 22 B 2 + a 33 C 2
where (y) is the predicted amount of As(III) adsorbed onto the unit mass of Al-FWB biochar (mg/g), and (a0) is the constant coefficient. A, B, and C are the independent variables, namely, temperature (°C), reaction time (h), and impregnated Al dosage (w/w %), respectively. In addition, ai is a model coefficient parameter. The response variables and design of the present experiment are listed in Table 1. The goodness of fit of the model, regression coefficient (R2), lack of fit, and adjusted and predicted R2 were also evaluated.

2.3. Batch Adsorption Experiments

For batch adsorption, a set of conical tubes (50 mL), each containing 30 mL arsenic contaminated solution with an initial concentration of 300 mg/L As(III) and 0.1 g Al-FWB, were used. An As(III) stock solution of 1000 mg/L was prepared by dissolving 2.6379 g of As(III) oxide (Sigma Aldrich, Burlington, MA, USA) in DI water. As(III) solutions of various concentrations were prepared by diluting the As(III) stock solution with DI water. The pH of the experimental solution was adjusted by adding 0.1 M NaOH or HCl solution. Adsorption was performed using a digital shaking incubator to maintain a 100 rpm agitation rate and 25 °C temperature for 24 h. Thereafter, the solution was filtered through a 5–10 μm pore size qualitative filter paper (Advantec, Japan) and was filtered using a 0.45 μm syringe filter (25HP045AN, Advantec, Japan). Subsequently, the concentration of As(III) in the experimental solutions was determined using inductively coupled plasma-optical emission spectrometry (ICP-OES; Agilent 5100; Agilent Technologies, USA) after adsorption. The experiment was performed in triplicate.
The effect of the solution pH was examined at a pH range of 3–11, with 100 mg/L initial As(III) concentration, 3.33 g/L adsorbent dosage, 25 °C temperature, and 100 rpm agitation for 24 h. The influence of the co-existing anions on As(III) adsorption was tested in the presence of NO3, HCO3, SO42−, and PO43− anions at initial concentrations of 1 mM and 10 mM, with 100 mg/L initial concentration As(III), 3.33 g/L adsorbent dosage, 25 °C temperature, and 100 rpm agitation for 24 h. The 1 mM and 10 mM stock solutions of NaNO3, Na HCO3, and Na2SO4 were prepared by mixing a 1:1 volume ratio of 2 mM and 20 mM of each chemical stock solution with 200 mg/L of As(III) stock solution. To test the effect of the adsorbent dosage on arsenic adsorption, a series of adsorbent dosages (1.67, 3.33, 6.67, 10.00, and 13.33 g/L) were used with initial As(III) concentrations of 100 and 300 mg/L. The experiment was performed at 25 °C with agitation at 100 rpm for 24 h.
Kinetic, equilibrium, and thermodynamic studies of As(III) adsorption were also conducted. The adsorption kinetics of As(III) in the batch experiment was similar to that in the equilibrium test. However, the batch experiment was conducted for a series of 21 samples, each containing 30 mL of As(III) solution and 0.1 g adsorbent in a 50 mL conical tube, with 0.5, 1, 2, 3, 6, 12, and 24 h contact time. In contrast, for the equilibrium experiment, the initial As(III) concentration varied between 10–1000 mg/L, and the contact time was 24 h. Thermodynamic experiments were performed using 0.1 g FW biochar with 30 mL As(III)-contaminated solution at different temperatures (15 °C, 25 °C, and 35 °C).

2.4. Analysis of the Experimental Data

The adsorption kinetics data were analyzed using pseudo-first order (Equation (2)) and pseudo-second order (Equation (3)) models:
q t = q e 1 e k 1 t
q t = k 2 q e 2 t 1 + k 2 q e t
where qt is the amount of As(III) adsorbed at time t (mg As(III)/g), qe is the amount of As(III) removed at equilibrium (mg As(III)/g), k1 is the pseudo-first order rate constant (1/h), and k2 is the pseudo-second order rate constant (g/mg As(III)/h).
The adsorption equilibrium data were analyzed using the Langmuir model (Equation (4)) and the Freundlich model (Equation (5)):
q e = Q m K L C e 1 + K L C e
q e = K F C e 1 n
where C0 and Ce are the concentration of As(III) in the aqueous solution at initial and equilibrium (mg As(III)/L), respectively; KL is the Langmuir constant related to the binding energy (L/mg As(III)); Qm is the maximum amount of As(III) removed per unit mass of Al-FWB (mg-As(III)/g); KF is the distribution coefficient (L/g); and n is the Freundlich constant.
The adsorption thermodynamics data were analyzed using the following equations:
Δ G 0 = Δ H 0 T Δ S 0
Δ G 0 = R T I n K e
ln K e = Δ S 0 R Δ H 0 R T
K e = α q e C e
where Δ G 0 is the change in Gibbs free energy (kJ/mol), Δ S 0 is the change in entropy (J/mol K), Δ H 0 is the change in enthalpy (kJ/mol), R is the universal gas constant (=8.314 J/K·mol), T is the absolute temperature (K), Ke is the equilibrium constant, and α is the amount of the adsorbent (g/L).

3. Results and Discussion

3.1. Response Surface Methodology (RSM) Study

In this study, a quadratic model comprising 17 trials (experimental results) was generated using the Box–Behnken design of RSM. The desired range and levels of all three variables, namely, pyrolysis temperature, time, and Al content, are shown in Table 2. ANOVA was used to perform an F-value test in order to calculate the significance of the employed RSM model of the Design Expert statistical software (version 7.0.0. STAT-EASE Inc., MN, USA). The highest-order polynomial quadratic model recommended by the results of the dependent variable (YA) indicated that the model was not aliased, the additional terms were significant, and the criteria were satisfied. The predicted responses were obtained using the following quadratic model equation of the Box–Behnken design:
Y A = 25.16 + 2.36 A + 1.25 B + 4.79 C 0.29 A B + 0.81 A C + 0.88 B C 11.855 A 2 + 1.24 B 2 2.44 C 2
Terms with a positive sign in front of them show the synergistic effect of the term, while those with a negative sign indicate the antagonistic effect. The significance of the values showing the quality of the model developed and the amount of As(III) adsorbed were determined using F -value, R 2 , adjusted R 2 , lack-of-fit, and adequate precision examinations. As shown by the ANOVA analysis in Table 2, the F-value of the model, calculated by dividing the mean square of each variable’s effect by the mean square, was 14.72, implying that the model was significant. There is only a 0.09% chance that a “Model F-value” this large could occur because of noise. The model probability was 0.0009, showing a value of less than 0.05, indicating that the calculated values for all model terms were significant. The R 2 value showing goodness-of-fit was 0.9498. The R 2 indicated that 94.98% of the total variation in the adsorbent capability was ascribed to the independent variables in the adsorbent preparation process. Furthermore, the standard deviation in Equation (10) was 2.58. The closer R2 is to one, along with a small standard deviation, the better the model fit will be in providing predicted values closer to the actual values for the response. The adjusted R2 value of the model was 0.89. The adequate precision value was 13.34. Adequate precision measures the signal to noise ratio; a ratio greater than 4 is desirable and indicates an adequate signal. According to Table 2, the result of the lack-of-fit test was significant, with a high value of 14.48. Lack-of-fit examination defines model adequacy, and a significant lack-of-fit shows poor fit.
The interaction of the independent variables, namely pyrolyzing temperature (A), time (B), and aluminum content (C), affected the adsorption capacity of the biochar, as illustrated by the three-dimensional response surface curves (Figure 1a–c). Each curve was plotted for the combined effect of a pair of factors, whereas the remaining parameter was set at the center point. The negative and positive signs of the factor coefficient in the quadratic model equation (Equation (10)) indicated whether the effect of a factor on As(III) adsorption onto Al-FWB was synergistic or antagonistic. ANOVA for the response surface quadratic model indicated the significance of the first-order and second-order effects of the variables (p < 0.05). As seen in Table 2, the first-order effect of the temperature and aluminum content showed significant values, while only the Al content was significant in the case of the second-order effect of the variables. There was no significant interaction effect between each pair of variables. The insignificant effect (p > 0.05) of pyrolysis time (B) on the adsorption capacity of metal-impregnated biochar has also been observed in previous studies [50,51,52].
From the positive signs of A and C in the regression model equation, it was inferred that the amount of As(III) adsorbed by Al-FWB increased with the increasing temperature (from 300 °C to 600 °C) and impregnated Al content (from 2 to 6 w/w %). The positive sign of A and the negative sign of A2 indicated that the maximum As(III) adsorption capacity of Al-FWB could be obtained between the minimum (300 °C) and maximum (600 °C) values of A. This is consistent with the curvature of the estimated response surface of the As(III) adsorption as a function of A (pyrolysis temperature), as shown in Figure 1a,c. The positive sign of the first and second order of the C factor indicated that the As(III) adsorption capacity of Al-FWB could be enhanced by increasing the Al content. Another study reported the effect of a modified aluminum fraction for improving the adsorption capacity of agricultural biochar [53]. They explained that the capacity of the biochar for As(V) adsorption increased from 0.051 mg/g to 0.48 mg/g as the Al content was raised from 0.00 to 0.5 M, and the enhanced efficiency was attributed to the presence of Al oxide/hydroxide on the surface of the biochar. Furthermore, as illustrated by the curvature of each respective three-dimensional response surface plot presented in Figure 1b,c, the As(III) adsorption onto Al-FWB was dependent on the Al content and was enhanced by the increase in Al content.
The optimum conditions for the synthesis of the with maximized As(III) adsorption were tracked using the Box–Behnken model of the RSM. The highest As(III) adsorption (31.1 mg/g) occurred under the conditions of 3.5 h pyrolysis time, 468.36 °C pyrolysis temperature, and 6 w/w % Al content. Further experiments were performed using Al-FWB synthesized under optimized conditions.

3.2. Physical and Chemical Characteristics of Al-FWB

The surface morphology of Al-FWB was analyzed using FE-SEM, as shown in Figure 2. Al-FWB showed a rough surface with the clumps of Al (hydr)oxide formed by Al impregnation on the Al-FWB. The presence of Al (hydr)oxide on the surface of the biochar is identified by the results of energy dispersive spectroscopy (EDS). As shown in Table 3, 9.2% of Al was present on the surface of Al-FWB. The Al amount of Al-FWB analyzed using XRF also showed a similar result. The Al amount analyzed using EDS and XRF was higher than the Al amount mixed with the food waste (6 w/w%). This result can be explained by the fact that the carbon and water were lost from Al-FWB during the pyrolysis while the Al amount was maintained. The Cl on the surface of the Al-FWB originated from the AlCl3 and was used to modify the adsorbent. The XRD analysis of Al-FWB performed at 5°–90° did not show any distinct peaks related to Al (Figure 3), because Al is present as an amorphous form on the surface of Al-FWB. Previous studies [53,54] also reported the metals impregnated in the biochar were present in the amorphous form via metallic complexes on the biochar, and the XRD analysis showed no distinct peaks but broad humps. The BET-calculated surface area and pore volume of the Al-FWB were 3.74 m2/g and 0.0087 cm3/g, respectively. The average pore diameter of the Al-FWB was 9.32 nm, corresponding to a mesopore (2 < diameter < 50 nm) classified by the International Union of Pure and Applied Chemistry [55]. The functional groups on the surface of the Al-FWB were investigated by FTIR spectra (Figure 4). A single bond such as O–H (3350 cm−1) and C–O–C (1000–1100 cm−1) stretching vibrations is attributed to functional groups of hemicellulose and cellulose [56]. The peaks at 1918 and 670 cm−1 were attributed to the C-H bending of the aromatic compound, and the peak at 1605 cm−1 corresponded to C=C-C of the aromatic ring stretch [57].

3.3. Effect of Solution pH

The influence of the solution pH on As(III) removal by Al-FWB (Figure 5) was evident as the initial pH increased from 3 to 11. The effect of the solution pH on As(III) adsorption on Al-FWB was studied at an initial As(III) concentration of 100 mg/L and a pH ranging from 3–11. As the initial solution pH increased from 3 to 11, the final pH increased from 6.0 to 9.4, showing that Al-FWB had a buffering capacity during the adsorption process. This buffering effect can be due to the amphoteric nature of the Al-FWB [52]. As depicted in Figure 5, Al-FWB showed a higher efficiency for As(III) adsorption at higher pH values than at lower pH values. Adsorption increased significantly at pH 3 and reached a maximum at pH 11. The adsorption of As(III) onto the biochar surface increased from 13.5 to 16.2 mg/g through the increase of the initial pH from pH 3 to pH 5. A subsequent increase in pH revealed an even higher adsorption capacity, approaching the maximum of 18.5 mg/g at pH 11. As(III) species exist predominantly as H3AsO30 in the pH range of 2.0–9.2, but H2AsO3 is the dominant form at pH > 9. Therefore, the low adsorption observed in the acidic pH range was attributed to the As(III) species present at pH < 9; there were no electrostatic interactions between H3AsO30 and Al-FWB, making the adsorption very weak [58]. The pH of the solution could significantly alter the speciation of As and the composition of the adsorbent surface. H2AsO3, the dominant form above pH 9, was preferred for ionic exchange, favoring greater As(Ⅲ) adsorption [59,60].
Owing to the heterogeneous surface of the Al-modified adsorbent, the active sites of the adsorbent for As(III) adsorption had a partially positive charge. Furthermore, H2AsO3 could be coordinated to the surface of adsorbents, and the adsorption energy was sufficiently large to overcome acid dissociation [61]. Again, as the pH of the solution increased, the adsorption capacity also increased, and the maximum As(III) uptake occurred at pH 11, proving the variation of As(III) from neutral to negatively charged species. This finding is consistent with those of previous studies investigating the adsorption of As(III) [62,63,64].

3.4. Effect of Competitive Anions

In real water systems, some anions might be present in the surface water and compete with As(III) for the active sites during adsorption [65,66]. In order to study the influence of competing anions on As(III) adsorption onto Al-FWB, the co-existence of anions such as NO3, HCO3, SO42−, and PO43−, which are suspected of having significant impacts on arsenic adsorption [58], were investigated by mixing 30 mL As(III) solution with the initial concentration of 100 mg/L and 1 mM and 10 mM of different anions in 50 mL conical tubes. As shown in Figure 6, the effect of 1 mM NO3 on the adsorption of As(III) onto Al-FWB was insignificant, irrespective of the initial concentration, as As(III) is known to form weak bonds with NO3. This finding is consistent with a previous study that reported an insignificant effect of NO3 on As(III) adsorption [67]. In the case of HCO3, PO43−, and SO42−, the amount of As(III) adsorbed decreased from 16.3 mg/g to 13.8 mg/g, 14.4 mg/g, and 15.3 mg/g at an anionic concentration of 1 mM and 7.6 mg/g, 13.7 mg/g, and 14.5 mg/g at an anionic concentration of 10 mM, respectively. Therefore, HCO3, PO43−, and SO42− considerably affected As(III) adsorption in the following order: HCO3 > PO43− > SO42− > NO3 (Figure 6). Kong, et al. [68] reported similar results and attributed the effect to the formation of arseno-carbonate complexes, such as As(CO3)2−, As(CO3)(OH)22−, and AsCO3, which prevents As(III) adsorption onto the adsorbent surface. The PO43− and SO42− inhibited the As(III) adsorption by forming a complex with Al present on the surface of Al-FWB [69]. In our previous study [52], the impact of anions on fluoride adsorption by Al-FWB followed the order of PO43− > SO42− > HCO3 > NO3. The higher impact of HCO3 on the As(III) adsorption by Al-FWB than fluoride adsorption also supports the formation of arseno-carbonate complexes.

3.5. Effect of Adsorbent Dosage

The influence of the adsorbent dosage on As(III) adsorption was examined by varying the amount of adsorbent (1.7–13.33 g/L) at initial arsenic concentrations of 100 and 300 mg/L. The maximum As(III) capacities of 1.7 g/L Al-FWB were 29.99 mg/g and 130.84 mg/g for 100 and 300 mg/L As(III), respectively (Figure 7a,b). The As(III) removal percentage increased with the increasing adsorbent dosage, and the maximum removal percentages were 92.5% and 88.1% for 100 and 300 mg/L of As(III) initial concentrations, respectively, at 13.3 g/L adsorbent dose (Figure 7a,b). The increase in the As(III) removal percentage with the addition of more adsorbents can be explained by the increase in the number of adsorption sites for a fixed As(Ⅲ) concentration [4,70]. The lower adsorption capacity of the adsorbent at higher adsorbent dosages is probably due to the presence of unsaturated adsorption active sites resulting from the increased adsorbent amount at a particular initial As(III) concentration and the interaction between adsorbent molecules (intermolecular attraction) [4,71].

3.6. Adsorption Kinetics

The effect of the contact time on As(III) adsorption was studied over a time range of 0.5–168 h and an initial As(III) concentration of 100 mg/L. Thereafter, the kinetic data were modeled using the pseudo-first order and pseudo-second order kinetic models (Equations (2) and (3)). Insights into the nature of the adsorption process and kinetic parameters are presented in Table 4 and Figure 8. Figure 8 shows that As(III) adsorption reached 90% of the equilibrium concentration within 48 h at the 100 mg/L initial concentration. The determination coefficients (R2) for the pseudo-first order (R2 = 0.815) and pseudo-second order (R2 = 0.925) models revealed that the experimental data of As(III) adsorption fit better to the pseudo-second order model, suggesting that the chemisorption, which involves the sharing of electrons between the absorbent and As(III), determines the rate of As(III) adsorption [72,73,74]. The pseudo-second order model predicted the amount of As(III) adsorbed onto Al-FWB at equilibrium to be 20.5 mg/g (Table 4), which is similar to the experimental As(III) adsorption amount at equilibrium (19.9 mg/g).

3.7. Adsorption Equilibrium

Figure 9 shows the As(III) adsorption by Al-FWB under different initial As(III) concentrations (10–1000 mg/L). The adsorption increased considerably with increasing the initial As(III) concentration up to 500 mg/L and almost reached a constant value above 500 mg/L. A decrease in the As(III) adsorption amount above 500 mg/L indicates the saturation of the As(III) ion adsorption sites on the surface of Al-FWB [4,75]. The commonly used equilibrium models, namely, the Langmuir and Freundlich models (Equations (4) and (5)), were used to model the experimental data. Table 5 shows that both equilibrium models fit the experimental data fairly well, as their corresponding determination coefficients (R2) were 0.990 and 0.964 for the Langmuir and Freundlich models, respectively. However, the Langmuir model with a higher R2 value (0.990) showed a better fit than the Freundlich model, indicating that As(Ⅲ) was adsorbed onto the surface of the Al-FWB as a homogeneous monolayer [4,76].
As a waste-derived adsorbent, Al-FWB showed a high adsorption capacity compared with other adsorbents reported in the literature (Table 6). The maximum As(III) adsorption capacity of Al-FWB was 52.2 mg/g. The granular nature of Al-FWB is also an important property for As (Ⅲ) removal because it allows for easy separation after adsorption and for use as a filter medium in a fixed bed reactor. Furthermore, Al-FWB is a good substitute for removing As(III) in real water systems by utilizing waste as a resource for producing new products to maximize environmental sustainability.

3.8. Adsorption Thermodynamics

Changes in free energy (∆G°), enthalpy (∆H°), and entropy (∆S°) during the adsorption of As(III) on Al-FWB are presented in Table 7. The negative value of (∆G°) for all three temperatures indicated that the adsorption of As(III) on Al-FWB was spontaneous and feasible [81]. The positive value of the enthalpy (∆H°) indicated that the process was endothermic [82], while the positive value of entropy (∆S°) indicated that the randomness at the solid–solution interface increased during the adsorption of As(III) on Al-FWB.

4. Conclusions

RSM was employed to optimize the synthesis conditions, including the pyrolysis time, temperature, and Al content, for preparing Al-FWB. The pyrolysis temperature and Al content remarkably influenced the As(III) adsorption capacity of Al-FWB, but the effect of the pyrolysis time was not statistically significant. Al-FWB showed the highest adsorption capacity under the conditions of 3.5 h pyrolysis time, 468.36 °C pyrolysis temperature, and 6 w/w % of Al content. The characteristics of As(III) adsorption on the optimized Al-FWB were investigated by varying the solution pH, presence of competitive anions, reaction time, initial As(III) concentration, and reaction temperature. The increase in solution pH enhanced As (Ⅲ) adsorption to Al-FWB because of the change in As(III) species to H2AsO3 at pH > 9.2. As(Ⅲ) adsorption was reduced in the presence of anions; their impacts followed the order: HCO3 > HPO42− > SO42− > NO3. Kinetic adsorption experiments using the model analysis showed that As(III) adsorption was mainly controlled by chemisorption. The better fit of the Langmuir model for As(III) adsorption than the Freundlich model revealed monolayer As(Ⅲ) adsorption to Al-FWB, and its maximum adsorption capacity was 52.2 mg/g, which is superior to that of other adsorbents reported in the literature. The adsorption of As(III) to Al-FWB was endothermic and spontaneous under experimental conditions. Al-FWB is a promising adsorbent for removing As(III) from aqueous solutions and managing FW.

Author Contributions

S.Q.H.: methodology and writing—original draft preparation; S.-H.H.: methodology and formal analysis; C.-G.L.: writing, review, and editing; S.-J.P.: conceptualization, data curation, and writing—original draft preparation, review, and editing. All authors have read and agreed to the published version of the manuscript.

Funding

This work was supported by Korea Environment Industry and Technology Institute (KEITI) through the Aquatic Ecosystem Conservation Research Program, funded by the Korea Ministry of Environment (grant number: RE202201970).

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

The data presented in this study are available on request from the corresponding author.

Acknowledgments

This work was supported by Korea Environment Industry & Technology Institute (KEITI) through Aquatic Ecosystem Conservation Research Program, funded by Korea Ministry of Environment (grant number: RE202201970).

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Meharg, A.A.; Hartley-Whitaker, J. Arsenic uptake and metabolism in arsenic resistant and nonresistant plant species. New Phytol. 2002, 154, 29–43. [Google Scholar] [CrossRef]
  2. Aredes, S.; Klein, B.; Pawlik, M. The removal of arsenic from water using natural iron oxide minerals. J. Clean. Prod. 2013, 60, 71–76. [Google Scholar] [CrossRef]
  3. Hao, L.; Zheng, T.; Jiang, J.; Zhang, G.; Wang, P. Removal of As (III) and As (V) from water using iron doped amino functionalized sawdust: Characterization, adsorptive performance and UF membrane separation. Chem. Eng. J. 2016, 292, 163–173. [Google Scholar] [CrossRef]
  4. Ali, S.; Rizwan, M.; Shakoor, M.B.; Jilani, A.; Anjum, R. High sorption efficiency for As(III) and As(V) from aqueous solutions using novel almond shell biochar. Chemosphere 2020, 243, 125330. [Google Scholar] [CrossRef] [PubMed]
  5. Wang, S.; Mulligan, C.N. Natural attenuation processes for remediation of arsenic contaminated soils and groundwater. J. Hazard. Mater. 2006, 138, 459–470. [Google Scholar] [CrossRef]
  6. Oremland, R.S.; Stolz, J.F. The Ecology of Arsenic. Science 2003, 300, 939. [Google Scholar] [CrossRef]
  7. Holm, T. Effects of Co 32-/bicarbonate, Si, and Po 43- on arsenic sorption to HFO. J. Am. Water Work. Assoc. 2002, 94, 174–181. [Google Scholar] [CrossRef]
  8. Bordoloi, S.; Nath, S.K.; Gogoi, S.; Dutta, R.K. Arsenic and iron removal from groundwater by oxidation–coagulation at optimized pH: Laboratory and field studies. J. Hazard. Mater. 2013, 260, 618–626. [Google Scholar] [CrossRef]
  9. Kumar, N.S.; Goel, S. Factors influencing arsenic and nitrate removal from drinking water in a continuous flow electrocoagulation (EC) process. J Hazard Mater 2010, 173, 528–533. [Google Scholar] [CrossRef]
  10. Choong, T.S.Y.; Chuah, T.G.; Robiah, Y.; Gregory Koay, F.L.; Azni, I. Arsenic toxicity, health hazards and removal techniques from water: An overview. Desalination 2007, 217, 139–166. [Google Scholar] [CrossRef]
  11. Harper, T.R.; Kingham, N.W. Removal of arsenic from wastewater using chemical precipitation methods. Water Environ. Res. 1992, 64, 200–203. [Google Scholar] [CrossRef]
  12. Cui, J.; Jing, C.; Che, D.; Zhang, J.; Duan, S. Groundwater arsenic removal by coagulation using ferric (III) sulfate and polyferric sulfate: A comparative and mechanistic study. J. Environ. Sci. 2015, 32, 42–53. [Google Scholar] [CrossRef] [PubMed]
  13. Glass, S.; Mantel, T.; Appold, M.; Sen, S.; Usman, M.; Ernst, M.; Filiz, V. Amine-terminated PAN membranes as anion-adsorber materials. Chem. Ing. Tech. 2021, 93, 1396–1400. [Google Scholar] [CrossRef]
  14. Yoon, J.; Amy, G.; Chung, J.; Sohn, J.; Yoon, Y. Removal of toxic ions (chromate, arsenate, and perchlorate) using reverse osmosis, nanofiltration, and ultrafiltration membranes. Chemosphere 2009, 77, 228–235. [Google Scholar] [CrossRef]
  15. Navarathna, C.M.; Karunanayake, A.G.; Gunatilake, S.R.; Pittman, C.U.; Perez, F.; Mohan, D.; Mlsna, T. Removal of Arsenic(III) from water using magnetite precipitated onto Douglas fir biochar. J. Environ. Manag. 2019, 250, 109429. [Google Scholar] [CrossRef] [PubMed]
  16. Baig, S.A.; Zhu, J.; Muhammad, N.; Sheng, T.; Xu, X. Effect of synthesis methods on magnetic Kans grass biochar for enhanced As(III, V) adsorption from aqueous solutions. Biomass Bioenergy 2014, 71, 299–310. [Google Scholar] [CrossRef]
  17. Alaei Shahmirzadi, M.A.; Hosseini, S.S.; Luo, J.; Ortiz, I. Significance, evolution and recent advances in adsorption technology, materials and processes for desalination, water softening and salt removal. J. Environ. Manag. 2018, 215, 324–344. [Google Scholar] [CrossRef]
  18. Gupta, V.K.; Ali, I. Chapter 2—Water Treatment for Inorganic Pollutants by Adsorption Technology. In Environmental Water; Gupta, V.K., Ali, I., Eds.; Elsevier: Amsterdam, The Netherlands, 2013; pp. 29–91. [Google Scholar]
  19. Skoczko, I.; Szatyłowicz, E. Removal of heavy metal ions by filtration on activated alumina-assisted magnetic field. Desalination Water Treat. 2018, 117, 345–352. [Google Scholar] [CrossRef]
  20. Maiti, A.; DasGupta, S.; Basu, J.K.; De, S. Batch and Column Study:  Adsorption of Arsenate Using Untreated Laterite as Adsorbent. Ind. Eng. Chem. Res. 2008, 47, 1620–1629. [Google Scholar] [CrossRef]
  21. Usman, M.; Zarebanadkouki, M.; Waseem, M.; Katsoyiannis, I.A.; Ernst, M. Mathematical modeling of arsenic (V) adsorption onto iron oxyhydroxides in an adsorption-submerged membrane hybrid system. J Hazard Mater 2020, 400, 123221. [Google Scholar] [CrossRef]
  22. Medpelli, D.; Sandoval, R.; Sherrill, L.; Hristovski, K.; Seo, D.-K. Iron oxide-modified nanoporous geopolymers for arsenic removal from ground water. Resour. -Effic. Technol. 2015, 1, 19–27. [Google Scholar] [CrossRef]
  23. Lin, T.-F.; Wu, J.-K. Adsorption of Arsenite and Arsenate within Activated Alumina Grains: Equilibrium and Kinetics. Water Res. 2001, 35, 2049–2057. [Google Scholar] [CrossRef]
  24. Chen, W.; Parette, R.; Zou, J.; Cannon, F.S.; Dempsey, B.A. Arsenic removal by iron-modified activated carbon. Water Res. 2007, 41, 1851–1858. [Google Scholar] [CrossRef]
  25. Asere, T.G.; Stevens, C.V.; Du Laing, G. Use of (modified) natural adsorbents for arsenic remediation: A review. Sci. Total Environ. 2019, 676, 706–720. [Google Scholar] [CrossRef] [PubMed]
  26. Rahim, M.; Mas Haris, M.R.H. Application of biopolymer composites in arsenic removal from aqueous medium: A review. J. Radiat. Res. Appl. Sci. 2015, 8, 255–263. [Google Scholar] [CrossRef]
  27. Rajapaksha, A.U.; Chen, S.S.; Tsang, D.C.W.; Zhang, M.; Vithanage, M.; Mandal, S.; Gao, B.; Bolan, N.S.; Ok, Y.S. Engineered/designer biochar for contaminant removal/immobilization from soil and water: Potential and implication of biochar modification. Chemosphere 2016, 148, 276–291. [Google Scholar] [CrossRef] [PubMed]
  28. Faria, W.M.; Figueiredo, C.C.d.; Coser, T.R.; Vale, A.T.; Schneider, B.G. Is sewage sludge biochar capable of replacing inorganic fertilizers for corn production? Evidence from a two-year field experiment. Arch. Agron. Soil Sci. 2018, 64, 505–519. [Google Scholar] [CrossRef]
  29. Dong, C.-D.; Chen, C.-W.; Kao, C.-M.; Chien, C.-C.; Hung, C.-M. Wood-Biochar-Supported Magnetite Nanoparticles for Remediation of PAH-Contaminated Estuary Sediment. Catalysts 2018, 8, 73. [Google Scholar] [CrossRef]
  30. Dunnigan, L.; Ashman, P.J.; Zhang, X.; Kwong, C.W. Production of biochar from rice husk: Particulate emissions from the combustion of raw pyrolysis volatiles. J. Clean. Prod. 2018, 172, 1639–1645. [Google Scholar] [CrossRef]
  31. Liu, X.; Zhang, Y.; Li, Z.; Feng, R.; Zhang, Y. Characterization of corncob-derived biochar and pyrolysis kinetics in comparison with corn stalk and sawdust. Bioresour. Technol. 2014, 170, 76–82. [Google Scholar] [CrossRef]
  32. Jouiad, M.; Al-Nofeli, N.; Khalifa, N.; Benyettou, F.; Yousef, L.F. Characteristics of slow pyrolysis biochars produced from rhodes grass and fronds of edible date palm. J. Anal. Appl. Pyrolysis 2015, 111, 183–190. [Google Scholar] [CrossRef]
  33. Chen, G.-J.; Peng, C.-Y.; Fang, J.-Y.; Dong, Y.-Y.; Zhu, X.-H.; Cai, H.-M. Biosorption of fluoride from drinking water using spent mushroom compost biochar coated with aluminum hydroxide. Desalination Water Treat. 2016, 57, 12385–12395. [Google Scholar] [CrossRef]
  34. Wang, J.; Chen, N.; Li, M.; Feng, C. Efficient Removal of Fluoride Using Polypyrrole-Modified Biochar Derived from Slow Pyrolysis of Pomelo Peel: Sorption Capacity and Mechanism. J. Polym. Environ. 2018, 26, 1559–1572. [Google Scholar] [CrossRef]
  35. Chen, B.; Chen, Z. Sorption of naphthalene and 1-naphthol by biochars of orange peels with different pyrolytic temperatures. Chemosphere 2009, 76, 127–133. [Google Scholar] [CrossRef]
  36. Kyi, P.P.; Quansah, J.O.; Lee, C.-G.; Moon, J.-K.; Park, S.-J. The removal of crystal violet from textile wastewater using palm kernel shell-derived biochar. Appl. Sci. 2020, 10, 2251. [Google Scholar] [CrossRef]
  37. Usman, A.R.A.; Abduljabbar, A.; Vithanage, M.; Ok, Y.S.; Ahmad, M.; Ahmad, M.; Elfaki, J.; Abdulazeem, S.S.; Al-Wabel, M.I. Biochar production from date palm waste: Charring temperature induced changes in composition and surface chemistry. J. Anal. Appl. Pyrolysis 2015, 115, 392–400. [Google Scholar] [CrossRef]
  38. Zhao, L.; Cao, X.; Mašek, O.; Zimmerman, A. Heterogeneity of biochar properties as a function of feedstock sources and production temperatures. J. Hazard. Mater. 2013, 256–257, 1–9. [Google Scholar] [CrossRef]
  39. Gupta, S.; Kua, H.W.; Koh, H.J. Application of biochar from food and wood waste as green admixture for cement mortar. Sci. Total Environ. 2018, 619–620, 419–435. [Google Scholar] [CrossRef]
  40. Lee, C.-G.; Hong, S.-H.; Hong, S.-G.; Choi, J.-W.; Park, S.-J. Production of Biochar from Food Waste and its Application for Phenol Removal from Aqueous Solution. Water Air Soil Pollut. 2019, 230, 70. [Google Scholar] [CrossRef]
  41. Oh, S.-Y.; Seo, Y.-D. Sorption of halogenated phenols and pharmaceuticals to biochar: Affecting factors and mechanisms. Environ. Sci. Pollut. Res. 2016, 23, 951–961. [Google Scholar] [CrossRef]
  42. Essandoh, M.; Kunwar, B.; Pittman, C.U.; Mohan, D.; Mlsna, T. Sorptive removal of salicylic acid and ibuprofen from aqueous solutions using pine wood fast pyrolysis biochar. Chem. Eng. J. 2015, 265, 219–227. [Google Scholar] [CrossRef]
  43. Sizmur, T.; Fresno, T.; Akgül, G.; Frost, H.; Moreno-Jiménez, E. Biochar modification to enhance sorption of inorganics from water. Bioresour. Technol. 2017, 246, 34–47. [Google Scholar] [CrossRef] [PubMed]
  44. Lou, K.; Rajapaksha, A.U.; Ok, Y.S.; Chang, S.X. Pyrolysis temperature and steam activation effects on sorption of phosphate on pine sawdust biochars in aqueous solutions. Chem. Speciat. Bioavailab. 2016, 28, 42–50. [Google Scholar] [CrossRef]
  45. Jin, H.; Capareda, S.; Chang, Z.; Gao, J.; Xu, Y.; Zhang, J. Biochar pyrolytically produced from municipal solid wastes for aqueous As(V) removal: Adsorption property and its improvement with KOH activation. Bioresour. Technol. 2014, 169, 622–629. [Google Scholar] [CrossRef] [PubMed]
  46. Agrafioti, E.; Kalderis, D.; Diamadopoulos, E. Ca and Fe modified biochars as adsorbents of arsenic and chromium in aqueous solutions. J. Environ. Manag. 2014, 146, 444–450. [Google Scholar] [CrossRef]
  47. Chen, L.; Chen, X.L.; Zhou, C.H.; Yang, H.M.; Ji, S.F.; Tong, D.S.; Zhong, Z.K.; Yu, W.H.; Chu, M.Q. Environmental-friendly montmorillonite-biochar composites: Facile production and tunable adsorption-release of ammonium and phosphate. J. Clean. Prod. 2017, 156, 12–659. [Google Scholar] [CrossRef]
  48. Kang, J.-K.; Seo, E.-J.; Lee, C.-G.; Jeong, S.; Park, S.-J. Application of response surface methodology and artificial neural network for the preparation of Fe-loaded biochar for enhanced Cr (VI) adsorption and its physicochemical properties and Cr (VI) adsorption characteristics. Environ. Sci. Pollut. Res. 2022, 1–15. [Google Scholar] [CrossRef]
  49. Kim, Y.S.; Jang, J.Y.; Park, S.J.; Um, B.H. Dilute sulfuric acid fractionation of Korean food waste for ethanol and lactic acid production by yeast. Waste Manag. 2018, 74, 231–240. [Google Scholar] [CrossRef]
  50. Kang, J.-K.; Seo, E.-J.; Lee, C.-G.; Park, S.-J. Fe-loaded biochar obtained from food waste for enhanced phosphate adsorption and its adsorption mechanism study via spectroscopic and experimental approach. J. Environ. Chem. Eng. 2021, 9, 105751. [Google Scholar] [CrossRef]
  51. Lyonga, F.N.; Hong, S.-H.; Cho, E.-J.; Kang, J.-K.; Lee, C.-G.; Park, S.-J. As (III) adsorption onto Fe-impregnated food waste biochar: Experimental investigation, modeling, and optimization using response surface methodology. Environ. Geochem. Health 2021, 43, 3303–3321. [Google Scholar] [CrossRef]
  52. Meilani, V.; Lee, J.-I.; Kang, J.-K.; Lee, C.-G.; Jeong, S.; Park, S.-J. Application of aluminum-modified food waste biochar as adsorbent of fluoride in aqueous solutions and optimization of production using response surface methodology. Microporous Mesoporous Mater. 2021, 312, 110764. [Google Scholar] [CrossRef]
  53. Liu, Q.; Wu, L.; Gorring, M.; Deng, Y. Aluminum-impregnated biochar for adsorption of arsenic (V) in urban stormwater runoff. J. Environ. Eng. 2019, 145, 04019008. [Google Scholar] [CrossRef]
  54. Kim, J.; Song, J.; Lee, S.-M.; Jung, J. Application of iron-modified biochar for arsenite removal and toxicity reduction. J. Ind. Eng. Chem. 2019, 80, 17–22. [Google Scholar] [CrossRef]
  55. Pradhan, B.K.; Sandle, N. Effect of different oxidizing agent treatments on the surface properties of activated carbons. Carbon 1999, 37, 1323–1332. [Google Scholar] [CrossRef]
  56. Saqib, N.U.; Baroutian, S.; Sarmah, A.K. Physicochemical, structural and combustion characterization of food waste hydrochar obtained by hydrothermal carbonization. Bioresour Technol 2018, 266, 357–363. [Google Scholar] [CrossRef] [PubMed]
  57. Coates, J. Interpretation of infrared spectra, a practical approach. In Encyclopedia of Analytical Chemistry; John Wiley & Sons Ltd.: Hoboken, NJ, USA, 2000. [Google Scholar]
  58. Shakoor, M.B.; Niazi, N.K.; Bibi, I.; Murtaza, G.; Kunhikrishnan, A.; Seshadri, B.; Shahid, M.; Ali, S.; Bolan, N.S.; Ok, Y.S.; et al. Remediation of arsenic-contaminated water using agricultural wastes as biosorbents. Crit. Rev. Environ. Sci. Technol. 2016, 46, 467–499. [Google Scholar] [CrossRef]
  59. Sharma, V.K.; Sohn, M. Aquatic arsenic: Toxicity, speciation, transformations, and remediation. Environ. Int. 2009, 35, 743–759. [Google Scholar] [CrossRef]
  60. Wei, Z.; Liang, K.; Wu, Y.; Zou, Y.; Zuo, J.; Arriagada, D.C.; Pan, Z.; Hu, G. The effect of pH on the adsorption of arsenic(III) and arsenic(V) at the TiO2 anatase [101] surface. J. Colloid Interface Sci. 2016, 462, 252–259. [Google Scholar] [CrossRef]
  61. Pierce, M.L.; Moore, C.B. Adsorption of arsenite and arsenate on amorphous iron hydroxide. Water Res. 1982, 16, 1247–1253. [Google Scholar] [CrossRef]
  62. Mondal, P.; Mohanty, B.; Balomajumder, C. Treatment of simulated arsenic contaminated groundwater using GAC-Cu in batch reactor: Optimization of process parameters. Can. J. Chem. Eng. 2009, 87, 766–778. [Google Scholar] [CrossRef]
  63. Polowczyk, I.; Bastrzyk, A.; Ulatowska, J.; Szczałba, E.; Koźlecki, T.; Sadowski, Z. Influence of pH on arsenic(III) removal by fly ash. Sep. Sci. Technol. 2016, 51, 2612–2619. [Google Scholar] [CrossRef]
  64. Samsuri, A.W.; Sadegh-Zadeh, F.; Seh-Bardan, B.J. Adsorption of As(III) and As(V) by Fe coated biochars and biochars produced from empty fruit bunch and rice husk. J. Environ. Chem. Eng. 2013, 1, 981–988. [Google Scholar] [CrossRef]
  65. He, Z.; Tian, S.; Ning, P. Adsorption of arsenate and arsenite from aqueous solutions by cerium-loaded cation exchange resin. J. Rare Earths 2012, 30, 563–572. [Google Scholar] [CrossRef]
  66. Medina-Ramirez, A.; Gamero, P.; Ruiz-Camacho, B.; Minchaca-Mojica, J.; Romero, R.; Gamero-Vega, K. Adsorption of Aqueous As (III) in Presence of Coexisting Ions by a Green Fe-Modified W Zeolite. Water 2019, 11, 281. [Google Scholar] [CrossRef]
  67. Bekkouche, S.; Baup, S.; Bouhelassa, M.; Molina-Boisseau, S.; Petrier, C. Competitive adsorption of phenol and heavy metal ions onto titanium dioxide (Dugussa P25). Desalination Water Treat. 2012, 37, 364–372. [Google Scholar] [CrossRef]
  68. Kong, S.; Wang, Y.; Zhan, H.; Yuan, S.; Yu, M.; Liu, M. Adsorption/Oxidation of arsenic in groundwater by nanoscale Fe-Mn binary oxides loaded on zeolite. Water Env. Res 2014, 86, 147–155. [Google Scholar] [CrossRef]
  69. Sparks, D.L. Sorption phenomena on soils. Environ. Soil Chem. 1995, 99–115. [Google Scholar]
  70. Tiwari, D.; Lee, S.M. Activated Carbon and Manganese Coated Activated Carbon Precursor to Dead Biomass in the Remediation of Arsenic Contaminated Water. Environ. Eng. Res. 2012, 17, 41–48. [Google Scholar] [CrossRef]
  71. Kazi, T.G.; Brahman, K.D.; Baig, J.A.; Afridi, H.I. A new efficient indigenous material for simultaneous removal of fluoride and inorganic arsenic species from groundwater. J. Hazard. Mater. 2018, 357, 159–167. [Google Scholar] [CrossRef]
  72. Zhang, G.; Ren, Z.; Zhang, X.; Chen, J. Nanostructured iron(III)-copper(II) binary oxide: A novel adsorbent for enhanced arsenic removal from aqueous solutions. Water Res. 2013, 47, 4022–4031. [Google Scholar] [CrossRef]
  73. Bakshi, S.; Banik, C.; Rathke, S.J.; Laird, D.A. Arsenic sorption on zero-valent iron-biochar complexes. Water Res. 2018, 137, 153–163. [Google Scholar] [CrossRef] [PubMed]
  74. Lin, L.; Qiu, W.; Wang, D.; Huang, Q.; Song, Z.; Chau, H.W. Arsenic removal in aqueous solution by a novel Fe-Mn modified biochar composite: Characterization and mechanism. Ecotoxicol. Environ. Saf. 2017, 144, 514–521. [Google Scholar] [CrossRef] [PubMed]
  75. Bhatti, I.; Qureshi, K.; Kazi, R.A.; Ansari, Q. Preparation and characterization of chemically activated almond shells by optimization of adsorption parameter for the removal of Cr (VI) from aqueous solution. Int. J. Chem. Biomol. Eng. 2008, 1, 150–155. [Google Scholar]
  76. Lin, L.; Song, Z.; Khan, Z.H.; Liu, X.; Qiu, W. Enhanced As(III) removal from aqueous solution by Fe-Mn-La-impregnated biochar composites. Sci. Total Environ. 2019, 686, 1185–1193. [Google Scholar] [CrossRef]
  77. Boojari, H.; Pourafshari Chenar, M.; Pakizeh, M. Experimental Investigation of Arsenic (III, V) Removal from Aqueous Solution Using Synthesized α-Fe2O3/MCM-41 Nanocomposite Adsorbent. Water Air Soil Pollut. 2016, 227, 290. [Google Scholar] [CrossRef]
  78. Xia, D.; Tan, F.; Zhang, C.; Jiang, X.; Chen, Z.; Li, H.; Zheng, Y.; Li, Q.; Wang, Y. ZnCl2-activated biochar from biogas residue facilitates aqueous As(III) removal. Appl. Surf. Sci. 2016, 377, 361–369. [Google Scholar] [CrossRef]
  79. Pholosi, A.; Naidoo, E.B.; Ofomaja, A.E. Enhanced Arsenic (III) adsorption from aqueous solution by magnetic pine cone biomass. Mater. Chem. Phys. 2019, 222, 20–30. [Google Scholar] [CrossRef]
  80. Khatoon, N. Application of Calcium Impregnated Activated charcoal prepared from Jatropha Seed Residue for the removal of Arsenic (iii) from Water. J. Environ. Res. Dev. 2013, 8, 196–205. [Google Scholar]
  81. Zhu, N.; Yan, T.; Qiao, J.; Cao, H. Adsorption of arsenic, phosphorus and chromium by bismuth impregnated biochar: Adsorption mechanism and depleted adsorbent utilization. Chemosphere 2016, 164, 32–40. [Google Scholar] [CrossRef]
  82. Zama, E.F.; Zhu, Y.-G.; Reid, B.J.; Sun, G.-X. The role of biochar properties in influencing the sorption and desorption of Pb(II), Cd(II) and As(III) in aqueous solution. J. Clean. Prod. 2017, 148, 127–136. [Google Scholar] [CrossRef] [Green Version]
Figure 1. Estimated response surface for the amount of As(III) adsorbed onto a unit mass of Al-modified food waste biochar (AL-FWB), showing the effect of (a) contact time (h) and temperature (°C), (b) Al content (w/w %) and contact time (h), and (c) Al content (w/w %) and temperature (°C).
Figure 1. Estimated response surface for the amount of As(III) adsorbed onto a unit mass of Al-modified food waste biochar (AL-FWB), showing the effect of (a) contact time (h) and temperature (°C), (b) Al content (w/w %) and contact time (h), and (c) Al content (w/w %) and temperature (°C).
Water 14 02712 g001
Figure 2. Surface morphologies of Al-FWB analyzed using a field emission scanning electron microscope (FE-SEM) under the conditions of accelerating voltage of 15.0 kV, magnification of ×10,000, and scale bar and 5.00 μm.
Figure 2. Surface morphologies of Al-FWB analyzed using a field emission scanning electron microscope (FE-SEM) under the conditions of accelerating voltage of 15.0 kV, magnification of ×10,000, and scale bar and 5.00 μm.
Water 14 02712 g002
Figure 3. Fourier transform infrared spectroscopy spectra of Al-FWB.
Figure 3. Fourier transform infrared spectroscopy spectra of Al-FWB.
Water 14 02712 g003
Figure 4. X-ray diffraction patterns of Al-FWB.
Figure 4. X-ray diffraction patterns of Al-FWB.
Water 14 02712 g004
Figure 5. Effect of initial solution pH on the As(III) adsorption at 100 mg/L As(III) concentration in different pH conditions.
Figure 5. Effect of initial solution pH on the As(III) adsorption at 100 mg/L As(III) concentration in different pH conditions.
Water 14 02712 g005
Figure 6. The effect of different concentrations of co-existing anions on As(III) adsorption onto Al-FWB at a 100 mg/L initial As(III) concentration.
Figure 6. The effect of different concentrations of co-existing anions on As(III) adsorption onto Al-FWB at a 100 mg/L initial As(III) concentration.
Water 14 02712 g006
Figure 7. The effect of adsorbent dosage on As(III) adsorption on Al-FWB at (a) 100 mg/L and (b) 300 mg/L initial As(III) concentrations.
Figure 7. The effect of adsorbent dosage on As(III) adsorption on Al-FWB at (a) 100 mg/L and (b) 300 mg/L initial As(III) concentrations.
Water 14 02712 g007
Figure 8. As(III) adsorption onto Al-FWB with respect to the reaction time and the kinetic model fits for the experimental data.
Figure 8. As(III) adsorption onto Al-FWB with respect to the reaction time and the kinetic model fits for the experimental data.
Water 14 02712 g008
Figure 9. Equilibrium models of As(III) adsorption onto Al-FWB with initial As(III) concentrations of 10–1000 mg/L at 25 °C and 100 rpm agitation for 24 h.
Figure 9. Equilibrium models of As(III) adsorption onto Al-FWB with initial As(III) concentrations of 10–1000 mg/L at 25 °C and 100 rpm agitation for 24 h.
Water 14 02712 g009
Table 1. Box–Behnken design: list of independent variables and levels.
Table 1. Box–Behnken design: list of independent variables and levels.
Independent VariablesSymbolValues of the Coded Factor Levels
−10+1
Temperature (°C)A300450600
Pyrolysis time (h)B0.523.5
Al content (w/w %)C246
Table 2. ANOVA results obtained from the response surface model for analyzing the amount of As(III) adsorbed per unit mass of Al-FWB.
Table 2. ANOVA results obtained from the response surface model for analyzing the amount of As(III) adsorbed per unit mass of Al-FWB.
SourceSum of MeanFp-Value
SquaresdfSquareValueProb > F
Model878.9997.714.70.0009
A: Temp44.4144.46.70.0362
B: Time12.4112.41.90.2136
C: Al Content183.91183.927.70.0012
AB0.3410.340.050.8281
AC2.6412.640.40.5479
BC3.213.20.50.5132
A2591.71591.789.2<0.0001
B26.516.50.970.3565
C225.03125.033.80.0932
Residual46.576.64
Lack of Fit43.5314.519.30.0076
Pure Error3.040.75
Cor Total925.416
Table 3. Elemental composition (weight%) of Al-FWB analyzed using an energy dispersive spectrometer (EDS) and an X-ray fluorescence (XRF) spectrometer.
Table 3. Elemental composition (weight%) of Al-FWB analyzed using an energy dispersive spectrometer (EDS) and an X-ray fluorescence (XRF) spectrometer.
COAlClCaPKNa
EDS46.8 ± 12.015.9 ± 6.79.2 ± 3.216.3 ± 10.28.6 ± 4.41.5 ± 0.91.8 ± 1.60.4 ± 0.1
XRF41.221.511.012.48.61.61.61.3
Table 4. Kinetic model parameters of As(III) adsorption onto Al-FWB at a 100 mg/L initial concentration.
Table 4. Kinetic model parameters of As(III) adsorption onto Al-FWB at a 100 mg/L initial concentration.
ModelParameters
Pseudo-first orderqe (mg/g)k1 (/h)R2
19.10.2980.815
Pseudo-second orderqe (mg/g)k2 (g/mg/h)R2
20.50.0190.925
Table 5. Equilibrium models fitted As(III) adsorption onto Al-FWB.
Table 5. Equilibrium models fitted As(III) adsorption onto Al-FWB.
ModelParameter
LangmuirQm (mg/g)KL (L/mg)R2
52.20.01860.990
FreundlichKF (L/g)1/nR2
6.14750.3250.964
Table 6. Comparison of the adsorption capacity of different adsorbents for As(III) removal.
Table 6. Comparison of the adsorption capacity of different adsorbents for As(III) removal.
AdsorbentAdsorption Capacity (mg/g)pHTemperatureReference
Fe-Mn binary oxide zeolite296.23725 °C[68]
Fe impregnated food waste biocahr119.57.025.0[51]
α—Fe2O3/MCM-41102.1825 °C[77]
Al-FWB52.2725 °CThis study
Fe coated empty fruit bunch and rice husk biochar30.7–31.4825 ± 1 °C[64]
ZnCl2-biogas residue biochar27.677 ± 125 ± 1 °C[78]
Magnetic pine cone biomass18.02725.85 °C[79]
Fe-Mn-La-biochar composite14.93–725 °C[76]
Almond shell biochar4.86~7.220 ± 2 °C[4]
Cerium-loaded cation exchange resin2.5297625 °C[65]
Synthetic Kan grass biochar2.004725 °C[16]
Ca-Jatrofa charcoal0.0021028 ± 5 °C[80]
GAC-Cu0.01449–1129 ± 1 °C[62]
Table 7. The estimated thermodynamic parameters for the adsorption of As(III) on Al-FWB.
Table 7. The estimated thermodynamic parameters for the adsorption of As(III) on Al-FWB.
TemperatureH°S°G°
°C(kJ/mol)(J/K mol)(kJ/mol)
155.131.6−3.97
25 −4.29
35 −4.61
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Share and Cite

MDPI and ACS Style

Hashimi, S.Q.; Hong, S.-H.; Lee, C.-G.; Park, S.-J. Adsorption of Arsenic from Water Using Aluminum-Modified Food Waste Biochar: Optimization Using Response Surface Methodology. Water 2022, 14, 2712. https://doi.org/10.3390/w14172712

AMA Style

Hashimi SQ, Hong S-H, Lee C-G, Park S-J. Adsorption of Arsenic from Water Using Aluminum-Modified Food Waste Biochar: Optimization Using Response Surface Methodology. Water. 2022; 14(17):2712. https://doi.org/10.3390/w14172712

Chicago/Turabian Style

Hashimi, Sayed Q., Seung-Hee Hong, Chang-Gu Lee, and Seong-Jik Park. 2022. "Adsorption of Arsenic from Water Using Aluminum-Modified Food Waste Biochar: Optimization Using Response Surface Methodology" Water 14, no. 17: 2712. https://doi.org/10.3390/w14172712

APA Style

Hashimi, S. Q., Hong, S. -H., Lee, C. -G., & Park, S. -J. (2022). Adsorption of Arsenic from Water Using Aluminum-Modified Food Waste Biochar: Optimization Using Response Surface Methodology. Water, 14(17), 2712. https://doi.org/10.3390/w14172712

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop