Fabrication of Polyaniline/Graphene Oxide Nanosheet@ Tea Waste Granules Adsorbent for Groundwater Purification

The reuse and separation of nanomaterials from an aquatic solution is always challenging and may cause nanotoxicity if not separated completely. Nanomaterial immobilization on the surface of a macro-size material could be an effective approach to developing an efficient composite for groundwater purification. Herein, polyaniline and graphene oxide nanosheet immobilized granular tea waste (PANI/GO@GTW) has been synthesized to remove the anionic and cationic contaminants from groundwater. The synthesized materials were characterized by SEM, XRD, XPS, and FTIR spectroscopies. The optimization of experimental conditions was tested for bromide (Br−) removal from synthetic water. The results revealed that Br− adsorption behavior onto the synthesized materials was as follows: PANI/GO < PANI/GTW < PANI < PANI/GO@GTW. The optimum removal of Br− ions was observed at pH 3 with 90 min of saturation time. Br− adsorption onto PANI/GO@GTW followed the pseudo-first-order kinetic and Langmuir isotherm model, and electrostatic interaction was involved in the adsorption process. The optimum adsorption of Br− onto PANI/GO@GTW was found to be 26.80 m/g. The application of PANI/GO@GTW on real groundwater treatment demonstrated the effective removal of anion pollutants such as F−, Cl−, Br−, NO3−, and PO43−. This study revealed that PANI/GO@GTW successfully reduced Br− concentrations in synthetic and real groundwater and can be used for large-scale applications.


Introduction
Groundwater is a vital resource for human beings, animal agriculture, and wildlife. Various water sources, including groundwater, contain different organic and inorganic compounds. Bromide (Br − ) is the most abundant form of bromine and is present in all fresh water at different concentrations [1]. In addition to natural mechanisms, such as the dissolution of geologic sources and seawater intrusion, anthropogenic activities including chemical production, seawater desalination, plants run by coal, extraction of potassium, and oil and gas production plants may be a factor in increasing bromide concentrations in water sources [2][3][4]. The WHO reports that bromide can be used as an anticonvulsant and sedative at doses of up to 6 g/day. Moreover, elevated doses of bromide cause coma, nausea, paralysis, and vomiting [5]. Normally, oxidative treatment by either chlorination or ozonation is applied to water to disinfect the product and eliminate taste and dour compounds [6]. Nonetheless, both oxidative water approaches result in the formation of non-desired and possibly carcinogenic brominated disinfection by-products (DBPs) such as brominated total trihalomethanes (TTHMs) and bromate BrO − 3 [5,7]. Altogether, removal methodologies aim to control the formation of brominated DBPs [8,9].
Currently, various anion and cation removal strategies are employed, including membrane techniques, photocatalysis, electrochemical methods, adsorption, and coagulation [8,[10][11][12][13][14]. Adsorption, in particular, has been regarded as efficient and cost-effective. However, not much research has been conducted on bromide removal. The adsorption from Sisco Research Laboratories Pvt. Ltd. KBr (Sigma Aldrich) was used to prepare the bromide solution.

Groundwater Sampling
The real groundwater sample was collected from a water well at Madrakah valley, Makkah region. This water well has been used for several years as a source of water for one of the local bottled drinking water brands. The groundwater sample was collected in sterilized glass bottles. Samples were then stored at 4 • C and analyzed using ICP within two days of collection.

Synthesis of Polyaniline/Graphene Oxide@ Granular Tea Waste
Granular Tea waste (GTW) was washed with hot and cold de-ionized water several times to remove soluble substances. After, the washed GTW was dried at 80 • C for 24 h and stored for further use. Graphene oxide nanosheets were synthesized using the slightly modified Hummer's methods using graphite powder. A detailed process of GO synthesis is reported elsewhere [26].
Here, PANI/GO@GTW was synthesized via oxidation polymerization of the aniline in the presence of the GO nanosheets and GTW. Initially, 20 mL of GO solution was dissolved in 60 mL of 0.25 M HCL solution. After that, 1.4 g of GTW was suspended in the GO solution and continuously stirred for 30 min in an ice bath. Then, 3.1 mL of aniline was added and stirred for 30 min. Ammonium persulfate solution was prepared in 0.25 M of HCl. This solution was then added dropwise to polymerize the aniline on the surface of the GO/GTW. The mixture was stirred for 18 h, followed by a filtration step to remove the green precipitate, and finally washed with plenty of de-ionized water to purify the PANI/GO@GTW composite. The PANI/GO@GTW composite was washed with acetone and ethanol until the color was washed out. The obtained PANI/GO@GTW composite was dried at 105 • C for 12 h. A similar method was used to synthesize the pure PANI, PANI@GTW, and GO/PANI nanocomposite.

Characterization
X-ray diffraction (XRD) analysis was done by an ULTIMA IV X-ray diffractometer (Manufactured by Rigaku, Tokyo, Japan) in a continuous 2Theta/Theta scanning mode at a current of 40 mA in the scanning range of 5-90 • . The morphology of the GTW and PANI/GO@GTW were recorded on a Scanning Electron Microscope (SEM) (JEOL-JSM7600F, Tokyo, Japan). The FTIR spectrum of GTW and PANI/GO@GTW before and after Br − were analyzed on a Thermo Is50 spectrophotometer. In addition, X-ray Photoelectron spectroscopic analysis (XPS was performed on a Specs GmbH (Specs GmbH, Berlin, Germany) X-ray Photoelectron spectrophotometer. The chemical analysis of anions in the groundwater samples before and after adsorption was done using an Inductively Coupled Plasma-Optical Emission Spectrometer (ICP) and Ion Chromatographer (IC) analysis. The ICP used was supplied by Agilent Technologies, Palo Alto, CA, USA, model: 720 ICP-OES Axial. The IC used was provided by Metrohm, model: 850 Professional IC, Herisau, Switzerland.

Br − Adsorption Experiments
Adsorption of the bromide onto the synthesized materials was initiated by adding 0.05 g of the materials into 20 mL of the bromide-containing solution under continuous shaking at 200 rpm. The adsorption of Br − ions onto the pure PANI, PANI@GTW, PANI/GO, and PANI/GO@GTW at different solution pHs (3 to 9) was studied, the solution's pH was modified using 0.1 M of HCl and NaOH, at 30 • C for a 3 h interaction time. The Br − concentration effect on the adsorption was investigated in the range from 1 to 120 mg/L at pH 3. The active site saturation time of PANI/GO@GTW was investigated in the range of 0 to 150 min. The amount of the Br − scavenged for the solution was ana-Nanomaterials 2022, 12, 3840 4 of 15 lyzed by an Ion Chromatographer (IC). The adsorption capacity was determined using the following formula: where q is Br − adsorption capacity (mg/g), C i is the initial Br − concentration (mg/L), C e is the Br − concentration at adsorption equilibrium (mg/L), V is the volume of Br − solution (L), and m is the weight of the adsorbents (g).

Synthesis and Characterization
A facile oxidation method was used to synthesize the PANI/GO@GTW composite. The used GTW is the core material. having functional groups such as COOH, NH 2 , NH, OH, C = C, etc. from the various components of the tea leaves such as cellulose, lignin, amino acids, pectin, carbohydrate, polyphenols, etc. [22], while the GO sheets have the C = C, COOH, OH, = O, etc. groups and polyaniline has the NH, NH 2 , and C = C groups on their surface. These functional groups present on the surface of the GTW, GO, and PANI can interact through H-bonding, π-π, and electrostatic bonding [27]. A schematic diagram for synthesizing the PANI/GO@GTW composite has been shown in Figure 1.
time. The Br − concentration effect on the adsorption was investigated in the range from 1 to 120 mg/L at pH 3. The active site saturation time of PANI/GO@GTW was investigated in the range of 0 to 150 min. The amount of the Br − scavenged for the solution was analyzed by an Ion Chromatographer (IC). The adsorption capacity was determined using the following formula: q = (Ci − Ce) × V/m (1) where q is Br − adsorption capacity (mg/g), Ci is the initial Br − concentration (mg/L), Ce is the Br − concentration at adsorption equilibrium (mg/L), V is the volume of Br − solution (L), and m is the weight of the adsorbents (g).

Synthesis and Characterization
A facile oxidation method was used to synthesize the PANI/GO@GTW composite. The used GTW is the core material. having functional groups such as COOH, NH2, NH, OH, C = C, etc. from the various components of the tea leaves such as cellulose, lignin, amino acids, pectin, carbohydrate, polyphenols, etc. [22], while the GO sheets have the C = C, COOH, OH, = O, etc. groups and polyaniline has the NH, NH2, and C = C groups on their surface. These functional groups present on the surface of the GTW, GO, and PANI can interact through H-bonding, π-π, and electrostatic bonding [27]. A schematic diagram for synthesizing the PANI/GO@GTW composite has been shown in Figure 1.  Various characterization tools have been used to confirm the successful synthesis of the prepared composite materials. Figure 2 depicts the XRD pattern of the pure GO, PANI, GTW, and PANI/GO@GTW composites. The XRD pattern of the GO reveals a characteristic peak at 10.23 • (001), confirming the successful conversion of the graphite to GO. The XRD pattern of the GTW demonstrates a wide peak centered at 21 • due to the cellulosic structure, indicating the amorphous nature [28]. The PANI shows the semicrystalline nature as the peaks appeared at 21.34 • and 26.69 • [29]. The PANI/GO@GTW composite pattern is similar to GTW and PANI, having the same peaks for the cellulosic structure in tea and PANI at 21.25 • and 26.2 • . However, the characteristic peak for the GO was not observed in PANI/GO@GTW due to its low amount. Moreover, the amorphous nature of the GTW may hide the peak for the GO in the PANI/GO@GTW composite. Various characterization tools have been used to confirm the successfu the prepared composite materials. Figure 2 depicts the XRD pattern of t PANI, GTW, and PANI/GO@GTW composites. The XRD pattern of the characteristic peak at 10.23° (001), confirming the successful conversion of to GO. The XRD pattern of the GTW demonstrates a wide peak centered the cellulosic structure, indicating the amorphous nature [28]. The PANI sh icrystalline nature as the peaks appeared at 21.34° and 26.69° [29]. The PAN composite pattern is similar to GTW and PANI, having the same peaks for structure in tea and PANI at 21.25° and 26.2°. However, the characteristic GO was not observed in PANI/GO@GTW due to its low amount. Moreov phous nature of the GTW may hide the peak for the GO in the PANI/GO@ site. The surface morphology and EDX analysis were performed to examin texture and any changes in the elemental composition after the immobili PANI and GO sheets on the surface of the GTW composite. The SEM im 3a,b) show the irregular granules of the rough surface of GTW, and the C, elements were observed by EDX analysis (Figure 3c). After the PANI and G zation on the GTW surface, the adherence of small particles can be seen (Fi magnified image of the PANI/GO@GTW composite showed the porous str PANI, GTW, and GO sheets are visible. The elements on the PANI/GO@GT surface were observed as C, O, N, Cl, and S. The Pt presences in both mater to the Pt coating before the SEM analysis. Moreover, Ca was not obs PANI/GO@GTW composite, probably due to its solubilization in the prese the synthesis time. The surface morphology and EDX analysis were performed to examine the surface texture and any changes in the elemental composition after the immobilization of the PANI and GO sheets on the surface of the GTW composite. The SEM images (Figure 3a,b) show the irregular granules of the rough surface of GTW, and the C, O, Ca, and S elements were observed by EDX analysis (Figure 3c). After the PANI and GO immobilization on the GTW surface, the adherence of small particles can be seen (Figure 3d). The magnified image of the PANI/GO@GTW composite showed the porous structure of the PANI, GTW, and GO sheets are visible. The elements on the PANI/GO@GTW composite surface were observed as C, O, N, Cl, and S. The Pt presences in both materials were due to the Pt coating before the SEM analysis. Moreover, Ca was not observed in the PANI/GO@GTW composite, probably due to its solubilization in the presence of HCl at the synthesis time.
The identification of elemental compositions and their oxidation states was done using the XPS technique. The wide scan survey of the PANI/GO@GTW composite is shown in Figure 4a, indicating the presence of the C-75.7%, O-15.4%, N-7.6%, and S-1.2% for the C1s, O1s, N1s, and S2s, respectively. The deconvolution of the C1s (Figure 4b) indicates the presence of the C-C (184.33 eV), C-N/C = N (286.12 eV), and C = O (289.14 eV) groups which belong to the GO, PANI, and GTW [30]. Figure 4c indicates that several peaks for the deconvoluted N1s correspond to N + (401.7 eV), and NH + (403.1 eV) [31]. The XPS spectra of O1s showed the two peaks at 529.68 eV and 531.8 eV, indicating the presence of C-O and C = O related groups in the GO and GTW as shown in Figure 4d [32]. The XPS analysis confirmed the surface elements of the PANI/GO@GTW composite that are present in the synthesized material.  14 eV) groups which belong to the GO, PANI, and GTW [30]. Figure 4c indicates that several peaks for the deconvoluted N1s correspond to N + (401.7 eV), and NH + (403.1 eV) [31]. The XPS spectra of O1s showed the two peaks at 529.68 eV and 531.8 eV, indicating the presence of C-O and C = O related groups in the GO and GTW as shown in figure 4d [32]. The XPS analysis confirmed the surface elements of the PANI/GO@GTW composite that are present in the synthesized material.  The FTIR analysis of the GTW, PANI/GO@GTW, and Br − adsorbed PANI/GO@GTW is included in Figure 5. The FTIR spectrum of the pure GTW shows several absorption peaks for aliphatic C-H groups (2917 and 2844 cm⁻ 1 ), C = O (1641 cm⁻ 1 ), and CH3 symmetric bending (1523 cm⁻ 1 ). The absorption peaks at 1442, 1202, 1125, and 1022 cm⁻ 1 suggest the presence of the NH2, CH2, C-O, and C = O groups in the pectin, cellulose, and lignin, etc. moieties in the tea waste [33]. After the PANI and GO nanosheet immobiliza- The FTIR analysis of the GTW, PANI/GO@GTW, and Br − adsorbed PANI/GO@GTW is included in Figure 5. The FTIR spectrum of the pure GTW shows several absorption peaks for aliphatic C-H groups (2917 and 2844 cm −1 ), C = O (1641 cm −1 ), and CH 3 symmetric bending (1523 cm −1 ). The absorption peaks at 1442, 1202, 1125, and 1022 cm −1 suggest the presence of the NH 2 , CH 2 , C-O, and C = O groups in the pectin, cellulose, and lignin, etc. moieties in the tea waste [33]. After the PANI and GO nanosheet immobilization, the FTIR spectrum of the PANI/GO@GTW and GTW showed a similar pattern along some new characteristic peaks of PANI and GO. The broad peaks that appear at 1561, 1484, and 1108 cm −1 are the PANI benzene rings, while the peaks at 1294 and 789 cm −1 correspond to C-N stretching and the out-of-plan vibration of C-H [31]. The peaks for the GO in the PANI/GO@GTW were observed at 1651 (C = C stretching) and 1065 (C-O stretching) [34]. The FTIR spectrum of the Br − adsorbed PANI/GO@GTW showed a similar pattern to the PANI/GO@GTW spectra. A change in the peak position and peak intensity of the -OH, -C = O, -N-H, and -C-C-is observed after the Br − adsorption onto PANI/GO@GTW. These results suggest that the change in the peak position and peak intensity is owed to the interaction between Br − ions and diverse functional groups found on the surface of PANI/GO@GTW [33].

Removal of Br − Adsorption
The adsorption of the Br − onto the synthesized material has been investigated under the influence of a number of operations confines such as the pH of the solution, interaction time between the Br − and synthesized materials, and Br − concentration in the solution.
The solution pH is instrumental in Br − adsorption as it strongly overlaps with hydrogen desorption, particularly in an acidic medium [35]. Figure 6 demonstrates the interaction behavior of the pure PANI, PANI/GTW, PANI/GO, and PANI/GO@GTW. The Br − adsorption results indicate that the PANI/GO@GTW composite is the most efficient adsorbent, and the following Br − adsorption behavior is observed: PANI/GO < PANI/GTW < PANI, <PANI/GO@GTW. The PANI/GO showed a lower adsorption capacity, possibly due to the convergence of the GO active sites by the PANI. In this situation, the GO active sites were not available for Br − adsorption. The highest Br − adsorption was observed in the acidic medium. The adsorption behavior of the Br − ions onto the prepared materials can be owed to the surface functional groups on the PANI/GO@GTW composite. The presence of these various functional groups on the surface facilitates l more Br − ion adsorption. Therefore, the PANI/GO@GTW composite showed the highest Br − adsorption at all the studied pHs than the PANI, PANI/GTW, and PANI/GO composites. Although pH 3 is the most suitable condition for the adsorption of the anionic Br −

Removal of Br − Adsorption
The adsorption of the Br − onto the synthesized material has been investigated under the influence of a number of operations confines such as the pH of the solution, interaction time between the Br − and synthesized materials, and Br − concentration in the solution.
The solution pH is instrumental in Br − adsorption as it strongly overlaps with hydrogen desorption, particularly in an acidic medium [35]. Figure 6 demonstrates the interaction behavior of the pure PANI, PANI/GTW, PANI/GO, and PANI/GO@GTW. The Br − adsorption results indicate that the PANI/GO@GTW composite is the most efficient adsorbent, and the following Br − adsorption behavior is observed: PANI/GO < PANI/GTW < PANI, <PANI/GO@GTW. The PANI/GO showed a lower adsorption capacity, possibly due to the convergence of the GO active sites by the PANI. In this situation, the GO active sites were not available for Br − adsorption. The highest Br − adsorption was observed in the acidic medium. The adsorption behavior of the Br − ions onto the prepared materials can be owed to the surface functional groups on the PANI/GO@GTW composite. The presence of these various functional groups on the surface facilitates l more Br − ion adsorption. Therefore, the PANI/GO@GTW composite showed the highest Br − adsorption at all the studied pHs than the PANI, PANI/GTW, and PANI/GO composites. Although pH 3 is the most suitable condition for the adsorption of the anionic Br − ions, due to electrostatic interaction with the positively charged adsorbent surface, the adsorbent surface absorbed the H + from the solution, and simultaneously, Br − ions co-adsorbed to compensate for the surface charge [36]. With the rise in the solution temperature, the −OH ion concentration increased, which is a competitor of the Br − ions for the same active sites [17]. Moreover, excess −OH ions cause the deprotonation of the amine, carboxylic, and hydroxylic groups, resulting in electrostatic repulsion between the negatively charged adsorbent surface and Br − ions [37]. Hence, a gradual reduction in Br − adsorption was observed at higher pH conditions. A schematic diagram for the adsorption of Br − ions onto the PANI/GO@GTW composite is shown in Figure 7 under acidic and basic solution conditions. Based on this study, pH 3 and the PANI/GO@GTW composite were selected for further optimization of the experimental conditions.  The Br − adsorption studies were performed at different time intervals to optimize the PANI/GO@GTW active site saturation time (from 0-150 min). Equilibrium of the adsorption rate was reached quickly and signified a slight variation from 60 min to 120 min. However, the highest Br − adsorption capacity (21.1 mg/g) was recorded at 90 min, as illustrated in Figure 8. The Br − binding at the vacant sites of PANI/GO@GTW was fast, and most Br − ions adsorbed within 30 min, with adsorption increasing gradually with the complete saturation of the active sites [38].
The adsorption kinetics of Br − on PANI/GO@GTW was studied using pseu-  The Br − adsorption studies were performed at different time intervals to optimize the PANI/GO@GTW active site saturation time (from 0-150 min). Equilibrium of the adsorption rate was reached quickly and signified a slight variation from 60 min to 120 min. However, the highest Br − adsorption capacity (21.1 mg/g) was recorded at 90 min, as illustrated in Figure 8. The Br − binding at the vacant sites of PANI/GO@GTW was fast, and most Br − ions adsorbed within 30 min, with adsorption increasing gradually with the complete saturation of the active sites [38].
The adsorption kinetics of Br − on PANI/GO@GTW was studied using pseudo-first-order and pseudo-second-order, Elovich kinetic models. The linearized equa-  The Br − adsorption studies were performed at different time intervals to optimize the PANI/GO@GTW active site saturation time (from 0-150 min). Equilibrium of the adsorption rate was reached quickly and signified a slight variation from 60 min to 120 min. However, the highest Br − adsorption capacity (21.1 mg/g) was recorded at 90 min, as illustrated in Figure 8. The Br − binding at the vacant sites of PANI/GO@GTW was fast, and most Br − ions adsorbed within 30 min, with adsorption increasing gradually with the complete saturation of the active sites [38].
are tabulated in Table 1. The experimental Br − adsorption capacity and calculated Br − adsorption capacity for the pseudo-first-order kinetic model are close compared to the estimated Br − adsorption capacity for the pseudo-second-order kinetic. Moreover, the R 2 value for the pseudo-first-order kinetic (R 2 : 0.984) is higher than the pseudo-second-order (R 2 : 0.970) and Elovich model (R 2 : 0.938). The value of statistical parameter χ 2 (chi-square) is low and the RMSD (root-mean-square deviation) value is high for the pseudo-first-order kinetic model. These results reveal that the Br − adsorption on the PANI/GO@GTW composite follows the pseudo-first-order kinetic model, and the rate change in Br − ions' uptake with time is directly proportional to the difference in saturation concentration and solid uptake with time [39].   The adsorption kinetics of Br − on PANI/GO@GTW was studied using pseudo-firstorder and pseudo-second-order, Elovich kinetic models. The linearized equations for the applied models are as follows: Pseudo-first order : q t = qe 1 − e (−k 1 t) (2) Pseudo-second order : q t = q 2 e k 2 t k 2 q e t + 1 (3) Elovich model : where, q e and q t : Br − adsorption capacities at equilibrium and at time t (min), k 1 : Pseudofirst order rate constant, k 2 : Pseudo-second order rate constant, and α and β: adsorption and desorption rate constants for the Elovich model. The Br − adsorption kinetics plots are shown in Figure 8. The values of the kinetic parameters calculated for the plots are tabulated in Table 1. The experimental Br − adsorption capacity and calculated Br − adsorption capacity for the pseudo-first-order kinetic model are close compared to the estimated Br − adsorption capacity for the pseudo-second-order kinetic. Moreover, the R 2 value for the pseudo-first-order kinetic (R 2 : 0.984) is higher than the pseudo-second-order (R 2 : 0.970) and Elovich model (R 2 : 0.938). The value of statistical parameter χ 2 (chi-square) is low and the RMSD (root-mean-square deviation) value is high for the pseudo-firstorder kinetic model. These results reveal that the Br − adsorption on the PANI/GO@GTW composite follows the pseudo-first-order kinetic model, and the rate change in Br − ions' uptake with time is directly proportional to the difference in saturation concentration and solid uptake with time [39]. where, χ 2 : chi-square and RMSD: root-mean-square deviation.
The Br − ion concentration in the solution is a key player in adsorption. Herein, the effect of varying Br − ion concentrations was explored in the range from 1-120 mg/L at pH 3. The adsorption capacity of PANI/GO@GTW for Br − increased from 1.84 to 21.7 mg/g with the change in the concentration from 1 to 120 mg/g (Figure 9). The adsorption of Br − at lower concentrations was low due to the lower number of Br − ions and a higher number of active sites on PANI/GO@GTW. As the concentration of Br − ions increases in the solution, the difference between the Br − ions and available active sites reduces. Therefore, all active sites on PANI/GO@GTW occupied by Br − ions at higher concentrations resulted in equilibrium attainment. Moreover, increasing the Br − ions increases the driving force, which is sufficient to overcome the mass transfer resistance between the solid and liquid phases [38]. where, χ 2 : chi-square and RMSD: root-mean-square deviation.
The Br − ion concentration in the solution is a key player in adsorption. Herein, the effect of varying Br − ion concentrations was explored in the range from 1-120 mg/L at pH 3. The adsorption capacity of PANI/GO@GTW for Br − increased from 1.84 to 21.7 mg/g with the change in the concentration from 1 to 120 mg/g (Figure 9). The adsorption of Br − at lower concentrations was low due to the lower number of Br − ions and a higher number of active sites on PANI/GO@GTW. As the concentration of Br − ions increases in the solution, the difference between the Br − ions and available active sites reduces. Therefore, all active sites on PANI/GO@GTW occupied by Br − ions at higher concentrations resulted in equilibrium attainment. Moreover, increasing the Br − ions increases the driving force, which is sufficient to overcome the mass transfer resistance between the solid and liquid phases [38]. Data from experimental Br − adsorption trials were examined using the Freundlich, Langmuir, and Temkin isotherm equations to predict the interaction between Br − ions and PANI/GO@GTW. The applied models' equations are depicted in Table 2. Figure 9 shows the plots for the used isotherm models, and the values of the isotherm parameters Data from experimental Br − adsorption trials were examined using the Freundlich, Langmuir, and Temkin isotherm equations to predict the interaction between Br − ions and PANI/GO@GTW. The applied models' equations are depicted in Table 2. Figure 9 shows the plots for the used isotherm models, and the values of the isotherm parameters are summarized in Table 2. The maximum monolayer adsorption capacity of the PANI/GO@GTW for Br − was observed at about 26.92 mg/g. The values of R 2 (0.972), RMSE (1.29), and χ 2 (1.62) better fit the Langmuir isotherm model compared to the Freundlich (R 2 : 0.901, RMSE: 2.427, and χ 2 : 4.230) and Temkin (R 2 : 0.910, RMSE: 2.306, and χ 2 : 4.587) isotherm models. The isotherm analysis results revealed that the Br − adsorption onto PANI/GO@GTW follows the Langmuir isotherm and monolayer adsorption occurs as each site binds with a single Br − ion [16]. Table 2. Adsorption isotherm parameters for Br − onto GO/PANI@GTW.

Isotherm Model Parameters Values
Langmuir q e = q m k L C e 1 + k L C e q m (mg g −1 ): 26.920 K L (L mg −1 ): 0.112 R 2 : 0.972 RMSE: 1.290 χ 2 : 1.620 Freundlich q e = k F C e where, C e : equilibrium concentration, q e : equilibrium capacity, q m : monolayer adsorption capacity, k F and 1/n: Freundlich constant related to adsorption intensity and adsorption capacity, K t : equilibrium binding constant, and B t : the heat of adsorption.

Regeneration and Reusability Studies
This is an additional step conducted to evaluate the ability of the PANI/GO@GTW to adsorb the Br − ions over a number of cycles. The reuse of the PANI/GO@GTW started with washing the leftover saturated materials with acetone and ethanol. As shown in Figure 10, there was a decrease in the adsorption capacity from 21.1 mg/g to 8 mg/g after four cycles. It can be assumed that all the active sites were not regenerated during the desorption process; therefore, the reusability of the PANI/GO@GTW decreases gradually [17].

Real Groundwater Treatment
The efficacy of the PANI/GO@GTW was tested for the removal of Br − ions from real groundwater. Groundwater commonly consists of several dissolved anions and cations; the IC analysis of the dissolved anions is shown in Figure 11, indicating the presence of F − , Cl − , Br − , NO 3 − , and PO 4 3− in the groundwater. Generally, co-existing ions compete for the same active site in the adsorption process. The adsorption efficacy of the PANI/GO@GTW composite for the various anions is shown in Figure 11. The results demonstrated that F − and PO 4 3− are completely removed from the groundwater and the concentration of the Cl − , Br − , and NO 2 − is within the permissible limit. These results revealed that PANI/GO@GTW is an efficient material for scavenging the anions from real groundwater.

Comparison of the Adsorption Capacities
The adsorption efficiencies of diverse adsorbents used to remove Br − ions are demonstrated in Table 3. The adsorption of the Br − ions depends to a large extent on the experi-mental conditions. The values in Table 3 demonstrate that PANI/GO@GTW is much more efficient than most of the previously reported adsorbents.

Regeneration and Reusability Studies
This is an additional step conducted to evaluate the ability of the PANI/GO@GTW to adsorb the Br − ions over a number of cycles. The reuse of the PANI/GO@GTW started with washing the leftover saturated materials with acetone and ethanol. As shown in Figure 10, there was a decrease in the adsorption capacity from 21.1 mg/g to 8 mg/g after four cycles. It can be assumed that all the active sites were not regenerated during the desorption process; therefore, the reusability of the PANI/GO@GTW decreases gradually [17].

Real Groundwater Treatment
The efficacy of the PANI/GO@GTW was tested for the removal of Br − ions from real groundwater. Groundwater commonly consists of several dissolved anions and cations; the IC analysis of the dissolved anions is shown in Figure 11, indicating the presence of F − , Cl − , Br − , NO3 − , and PO4 3− in the groundwater. Generally, co-existing ions compete for the same active site in the adsorption process. The adsorption efficacy of the PANI/GO@GTW composite for the various anions is shown in Figure 11. The results demonstrated that F − and PO4 3− are completely removed from the groundwater and the concentration of the Cl − , Br − , and NO2 − is within the permissible limit. These results revealed that PANI/GO@GTW is an efficient material for scavenging the anions from real groundwater. Figure 11. Groundwater decontamination properties of the PANI/GO@GTW.

Comparison of the Adsorption Capacities
The adsorption efficiencies of diverse adsorbents used to remove Br − ions are demonstrated in Table 3. The adsorption of the Br − ions depends to a large extent on the experimental conditions. The values in Table 3 demonstrate that PANI/GO@GTW is much more efficient than most of the previously reported adsorbents.

Conclusions
In this study, polyaniline and graphene oxide nanosheet immobilized granular tea waste (PANI/GO@GTW) was successfully synthesized as a new adsorbent for the removal of Br − from groundwater. The optimization of the adsorption was investigated under different parameters, including the effects of pH, initial concentration, and contact time. The findings of this study revealed that Br − removal was best at pH 3, with a tendency to favor an acidic medium. The adsorption kinetic data were fitted to the pseudo-firstorder, pseudo-second-order, and Elovich models, while the Langmuir, Freundlich, and Temkin isotherm models were fitted to the Br − equilibrium data. Based on the statistical analysis, root-mean-square deviation (RMSD), χ 2 , and R 2 values, the pseudo-first-order model and Langmuir isotherms were the best fitted models. The maximum monolayer adsorption was found to be 26.8 mg/g. The isotherm analysis results revealed that all the active sites are energetically equivalent and Br − formed a monolayer on the surface of the PANI/GO@GTW. The groundwater treatment results revealed that F − and PO 4 3− are completely removed, while the concentration of the Cl − , Br − , and NO 2 − were reduced to a permissible limit. These results indicate that PANI/GO@GTW is highly efficient in cleaning pollutants from groundwater.