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Article

Optimizing Photocatalytic Lead Removal from Wastewater Using ZnO/ZrO2: A Response Surface Methodology Approach

by
Hiba Abduladheem Shakir
,
May Ali Alsaffar
*,
Alyaa K. Mageed
,
Khalid A. Sukkar
and
Mohamed A. Abdel Ghany
Department of Chemical Engineering, University of Technology-Iraq, Baghdad 10066, Iraq
*
Author to whom correspondence should be addressed.
ChemEngineering 2024, 8(4), 72; https://doi.org/10.3390/chemengineering8040072
Submission received: 22 May 2024 / Revised: 30 June 2024 / Accepted: 8 July 2024 / Published: 11 July 2024
(This article belongs to the Special Issue Advanced Chemical Engineering in Nanoparticles)

Abstract

:
One interesting method for environmental remediation is the use of ZnO/ZrO2 composites in the photocatalytic degradation of lead (Pb) in wastewater. Several studies have investigated different types of composites for the removal of heavy metals from wastewater. However, the efficiency of these composites in removing the heavy metals remains debatable. Hence, this study investigated the potential of using a ZnO/ZrO2 composite for the removal of Pb from wastewater. Response surface methodology (RSM) was utilized in this work to maximize the Pb photocatalytic removal over ZnO/ZrO2 in simulated wastewater. Based on a central composite design (CCD), the experimental design included adjusting critical process parameters such as catalyst dosage, initial Pb concentration, and pH. The ZnO/ZrO2 composite was synthesized using a physical mixing technique, and its physicochemical properties were studied by field emission scanning electron microscopy (FESEM), energy dispersive X-ray spectroscopy (EDS), Fourier transform infra-red (FTIR), and X-ray diffraction (XRD). Under visible light irradiation, photocatalytic Pb removal tests were carried out in a batch reactor. The findings showed that a ZnO/ZrO2 dose of 100 mg/L, a pH of 10, and an initial Pb content of 15 ppm were the optimal conditions for maximal Pb removal (above 91.2%). The actual Pb removal obtained from the experimental runs was highly correlated with that predicted using the RSM quadratic model. The usefulness of ZnO/ZrO2 composites for photocatalytic Pb removal is demonstrated in this work, which also emphasizes the significance of RSM in process parameter optimization for improved pollutant degradation. The models that have been proposed offer significant perspectives for the development and scalability of effective photocatalytic systems intended to remove heavy metals from wastewater.

1. Introduction

The presence of high levels of heavy metals in wastewater is a significant environmental issue since it may have detrimental impacts on ecosystems and human health [1,2,3]. Amongst the recalcitrant heavy metals that has been investigated, lead (Pb) has been reported to be very dangerous and long-lasting in the environment [4,5]. It is a hazardous heavy metal that presents significant health dangers and is difficult to eliminate using traditional techniques [6]. Conventional techniques for removing Pb from wastewater, such as precipitation, filtering, and adsorption, frequently suffer from drawbacks in terms of performance and cost efficiency [7,8,9]. Photocatalysis has become a highly promising technique for breaking down and eliminating a wide range of contaminants from water [10,11]. The utilization of photocatalysis for the degradation of heavy metals in wastewater has garnered considerable interest owing to its capacity for effective and environmentally friendly water treatment [12,13]. Hojjati-Najafabadi et al. [14] reported the use of cadmium sulfide as photocatalyst for the degradation of methyl blue. The results revealed that the photocatalyst was effective in the methyl blue degradation at optimum conditions. More precisely, employing semiconductor photocatalysts while exposing them to light provides a sustainable and effective method for eliminating heavy metals such as Pb [15]. Zinc oxide (ZnO) and zirconium dioxide (ZrO2) are semiconductor materials that are well-known for their capacity to catalyze chemical reactions using light and their ability to remain stable even in extreme environments [16,17,18,19]. These photocatalysts have shown great potential in removing Pb through the process of photocatalysis [20,21,22]. ZnO is recognized for its potent oxidizing ability and large energy gap, while ZrO2 demonstrates durability and resistance to corrosion, rendering them appropriate choices for environmental cleanup purposes [23,24,25]. The composite form of ZnO and ZrO2 has demonstrated superior photocatalytic activity as compared to their separate forms [26]. The increased activity is due to the synergistic effects of the two materials, which result in greater separation of charges and a wider spectrum of light absorption [27]. This leads to higher efficiency in degrading pollutants.
Optimizing process parameters using statistical methods such as response surface methodology (RSM) can greatly boost the efficacy of a photocatalyst [28]. RSM enables a methodical investigation of the relationships between important process variables in order to obtain the most favorable circumstances for the highest possible elimination of pollutants [29]. RSM is commonly used to improve photocatalytic processes for the removal of heavy metals [30,31]. The RSM optimization approach allows for a methodical investigation of crucial process variables, including catalyst dose, initial Pb (ion) concentration, and pH. Researchers have successfully developed mathematical models that can predict the best conditions for the maximal removal of Pb using different photocatalysts [32]. This has been achieved by systematically changing the process parameters in specified experimental designs. Nevertheless, there are still deficiencies in the existing literature when it comes to fully optimizing ZnO/ZrO2 photocatalysts for the removal of Pb utilizing RSM. Additional research is required to investigate the relationships between process variables and to confirm the efficiency of the optimized conditions in wastewater treatment scenarios.
This study therefore focused on examining the process of removing Pb from wastewater through the use of a ZnO/ZrO2 composite using a photocatalytic approach. The objective was to optimize the operational parameters such as the dosage of catalyst used, the initial concentration of Pb, and the wastewater pH in order to achieve the highest possible efficiency in removing the Pb. By employing RSM, we could effectively simulate and forecast the correlation between these factors and the response (Pb removal %), thereby simplifying the determination of the most favorable process parameters. This research is important because it enhances our comprehension of the photocatalytic processes used for eliminating heavy metals and offers crucial knowledge for creating effective and environmentally friendly wastewater treatment systems.

2. Materials and Methods

2.1. Material

In this work, analytical grade materials were used. The precursors consisted of HCl and NaOH with concentrations of 99%, lead (II) nitrate, zirconium oxide, and zirconium hydrate. For pH adjustment, analytical research-grade (99.9%) NaOH and HCl were utilized. The reagents were all of the highest purity and analytical grade. The entire experiment was conducted using distilled water.

2.2. Preparation of the Simulated Pb Contaminated Wastewater

To prepare the simulated water, lead (II) nitrate was dissolved in de-ionized water to form a specified concentration of Pb (ions) in ppm [33].

2.3. Preparation Composite

A nano-composite composed of Zinc oxide and zirconium dioxide was prepared by mixing the powders in a weight ratio of 50:50 [34]. The zinc oxide and zirconium dioxide were mixed by grinding the powders in a mortar with a pestle for approximately 15 min to ensure the homogeneity of the mixture. Subsequently, in order to further ensure the homogeneity, the mixture was placed in a mechanical shaker for 2 h and stored in an Eppendorf tube for further characterization and its application in photocatalysis.

2.4. Batch Experimental Setup of the Photocatalytic Process

A cylindrical Pyrex® glass reactor with a working capacity of 0.25 L and dimensions of 9 cm in height and 7.5 cm in its inner diameter was used to conduct the photocatalytic process. A UV light lamp (8 W, 0.7 w/m2, and 254 mm wavelength) was used as the light source. The adsorption–desorption equilibrium was confirmed by stirring the ZnO-ZrO2 mixture with 0.1 L of the simulated Pb wastewater in the reactor at 350 rpm for 15 min in the dark. The initial Pb concentration in the wastewater varied from 40–150 ppm. The dosages of ZnO-ZrO2 varied from 100–500 mg to determine their effects on the Pb removal from the wastewater. The pH of the simulated wastewater varied from 4–10. The temperature of the reaction was maintained at 25 °C. After that, the reactor was left in direct sunlight for 2 h to initiate the photocatalytic reaction. The wastewater sample was subsequently withdrawn from the glass reactor and filtered using nano-filter paper. The heavy water concentration was determined using atomic absorption spectroscopy. The percentage removal of the Pb (ions) from the simulated water was calculated using Equation (1), as follows:
% P b i o n   r e m o v a l = C o C C o × 100 ,
where Co and C depict the initial and final concentrations of Pb+2, respectively.

2.5. Optimization by Response Surface Methodology (RSM)

The effects of factors such as pH, initial concentration of the Pb in the wastewater, and ZnO/ZrO2 dosage on the Pb (ion) removal from the wastewater was investigated using a central composite experimental design [32]. The detail of the design is depicted in Table 1. The RSM methodology was then used to optimize the various parameters. This method models experimental data using an appropriate polynomial equation. In order to optimize the values of various factors to obtain the optimal system performance, the RSM approach is suitable for concurrently examining the influence of several variables on a set of responses [35]. The factors used in this study were chosen based on the findings from the literature that have reported their influence on Pb removal from wastewater.

2.6. Characterization of the ZnO/ZrO2 Photocatalyst

The materials’ crystal structures and characteristics were determined using an X-ray powder diffraction analyzer (XRD) (Shimadzu-6000, Kyoto, Japan). The morphology of the ZnO, ZrO2, and ZnO/ZrO2 samples were examined using field-emission scanning electron microscopy (FESEM) (MIRA3, TESCAN, Brno, Czech Republic). Energy dispersive X-ray spectroscopy (EDS) coupled with the FESEM was used to determine the chemical composition of the ZnO, ZrO2, and ZnO/ZrO2. Additionally, the textural properties of the photocatalysts were measured using N2 physisorption analysis, where a Brunauer–Emmett–Teller (BET) device (Q-surf 9600, HORIBA Instruments Inc., Piscataway, NJ, USA) was adopted to measure the specific surface area. The Fourier-transform infrared (FTIR) spectra of the sample were obtained to determine their functional groups using a spectrometer (IRAffinity-1-1900, Shimadzu, Kyoto, Japan) with a 390–4000 cm−1 spectrum. Photoluminescence spectra were recorded using a spectrometer (Perkin Elmer LS55). The Kubelka–Munk theory, represented in Equation (2), was employed to determine the optical band gaps. In this equation, h represents the Planck constant, α denotes the light absorption coefficient, v represents the radiation frequency, and k signifies a parameter that depends on the probability of transition. The Tauc plot was utilized in the current scenario, yielding a value of 1 for n [36]. Thus, the calculated band gap for the ZnO/ZrO2 sample was determined to be direct.
α h v = k ( h v E g ) 1 / n .

3. Results and Discussion

3.1. Characterization of the ZnO, ZrO2, and ZnO/ZrO2

The FTIR spectroscopy spectra of the ZnO, ZrO2, and ZnO-ZrO2 nanoparticles in their pure forms are depicted in Figure 1. The spectra of all the nanomaterials materials exhibited peaks in a wavenumber range of approximately 390 cm−1 to 500 cm−1, indicating the presence of metal–oxygen bonding between the Zn and O, as well as between the Zr and O [37]. The peaks seen at approximately 3460 cm−1 and 1500 cm−1 in all samples corresponded to the vibrational bands of the hydroxyl groups (O-H) adsorbed on the surface [38]. These peaks represented the stretching and bending motions of the hydroxyl groups. The presence of hydroxyl groups in the produced compounds was clear evidence since they had not undergone calcination. Also, it is important to acknowledge that these interactions were more prominent in samples containing ZrO2 due to the amorphous characteristics of these products and the creation of bonds between the O and H and the Zr and O [39]. The bands, specifically at 1022 cm−1 and 758 cm−1, emerged following the modification of ZnO with ZrO2. The presence of bands at 688 cm−1 and 1022 cm−1 indicated the occurrence of Zn-O-Zr stretching vibrations. Additionally, the band at 1402 cm−1 suggested the presence of an OAH group in the molecule on the surface. The intense peaks seen in the range of 1360–1420 cm−1 were attributed to carbonate anions, which were present due to the utilization of sodium carbonate as a precipitating agent [39].
The XRD patterns of the ZnO, ZrO2, and ZnO/ZrO2 are depicted in Figure 2. Sharp peaks attributed to ZnO can be observed at 2θs of 31.75°, 34.40°, 36.24°, and 47.54° and 56.61°, 63.13°, and 69.188°, and these correspond to (100), (002), (101), (012), (110), (432), and (343), respectively. The prepared crystalline ZnO’s XRD pattern was consistent with the hexagonal zincate crystalline structure of ZnO [40]. The distinctive planes at 2θs of 23.88°, 27.9°, 31.28°, 34.039°, 40.438°, 49.9°, 53.988°, 55.188°, 59.8°, 62.68°, 65.538°, and 71.138° were verified by the XRD patterns for pure ZrO2 [41]. These corresponded to (102), (121), (004), (300), (320), (240), (240), (151), (125), (440), and (610), respectively. As depicted in Figure 2, the ZnO-ZrO2’s XRD patterns showed distinctive peaks at 2θ = 24.09°, 28.25°, 31.66°, 34.343°, 36.043°, 40.85°, 47.64°, 49.238°, 56.44°, 59.89°, 62.89°, and 68.19°, respectively [42]. These peaks corresponded to the Miller indices (100), (010), (101), (110), (011), (200), (020), (102), (211), (112), and (202), respectively. This suggested that the ZnO-ZrO2 was nanosized and well-crystallized, confirming its monoclinic phase [43]. The matching peaks for ZnO and ZrO2 were present in the ZrO2-ZnO, and the peaks remained strong and sharp. Furthermore, compared to pure ZnO and ZrO2, the diffractograms depicting ZnO–ZrO2 exhibited homogenous patterns, indicating a higher amount of amorphous structure [44]. The patterns implied that the materials’ surface was more polydisperse, which improved its photocatalytic qualities. The crystalline sizes of the ZnO-ZrO2 nanoparticles (D) were evaluated according to the Debye–Scherrer equation (Equation (3)) [45]. Zinc oxide-zirconia dioxide nanoparticles have been reported to have a particle size of 22.19 nm.
D = K λ β C o s θ ,
where K is the Scherrer constant, λ is the X-ray wavelength, β is the peak width of the half-maximum, and θ is the Bragg diffraction angle.

3.2. FESEM and EDS Analysis

FESEM micrographs were used to examine the ZnO/ZrO2 nanoparticles’ morphologies. The precise morphologies of the nanoparticles were examined by taking FESEM micrographs at different magnifications, as seen in Figure 3. The agglomerated nanoparticles’ formation was confirmed by the surface morphology. Agglomeration in ZnO/ZrO2 photocatalysts can arise from several sources, and it is often associated with the intrinsic characteristics of the nanoparticles and the circumstances of their synthesis. Nanoparticles may agglomerate when subjected to mechanical stresses during synthesis of a photocatalyst. Further, ZnO and ZrO2 nanoparticles exhibit elevated surface energies as a result of their diminutive dimensions and expansive surface areas, and the nanoparticles are compelled to limit their surface areas by agglomerating due to their high surface energies, resulting in a reduction in the overall energy of the system. Figure 3a–c shows the FESEM micrographs of the nanoparticles taken at three distinct magnifications. The pictures revealed aggregated, irregular, and quasi-spherical particles. All three cases shown in Figure 3a–c had the same agglomerated particles and uneven forms [44].
As demonstrated in Figure 4a–c, an EDS analysis was also performed to validate the resultant composite’s elemental makeup. The existence of ZnO and ZrO2 was shown by the strong peaks from the Zn, Zr, and O2. The relative intensities of the various peaks could offer qualitative insights into the amounts of ZnO and ZrO2. As a result of its homogeneity, the percentages of the material’s composition ranged from 33.94 %wt. to 38.16 %wt. depending on the sample’s examination location.

3.3. Energy Band Gap

The band gap energy and UV-vis spectrum of ZnO-ZrO2 are shown in Figure 5. According to Figure 5a, the sample had an absorption boundary at approximately 375 nm [38]. Figure 5b was used to graphically determine the band gap energy. The energy band gap that was achieved for the ZnO-ZrO2 was 3 eV, as shown in Figure 5b. To improve its photocatalytic activity, a material with a small band gap may be stimulated by solar light more easily, leading to the generation of photogenerated electrons and holes.

3.4. Response Surface Optimization

The effects of factors such as the pH, initial ion concentration, and dosage of the ZnO/ZrO2 photocatalysts in the simulated wastewater on the Pb removal as designed using CCD are summarized in Table 2. As shown in Table 1, the treatment combination of the factors yielded corresponding responses (Pb removal).
The analysis of variance (ANOVA) showing the significance of the individual, the interaction, and the quadratic effects on the response surface quadratic models is summarized in Table 3. It can be seen that the pH and the initial Pb (ion) concentration had significant interaction effects on the Pb removal from the wastewater, as represented by the p-value (<0.05). However, the dosage of the ZnO/ZrO2 was not statistically significant, as indicated by a p-value of >0.05. Also, the interactions between the factors were analyzed. The analysis revealed that the interaction between the pH and initial Pb concentration as well as the interaction between the initial Pb ion concentration and the ZnO/ZrO2 dosage were statistically significant, as indicated by the p-values of <0.05. However, the interaction between the pH of the simulated wastewater and the catalyst dosage was not statistically significant since the p-value was >0.05. Furthermore, the quadratic effects of the pH and the catalyst dosage on the simulated wastewater were significant since the p-values were <0.05, whereas the quadratic effect of the initial ion concentration was not significant since the p-value was >0.05. In summary, the modeled F-value of 57.05 indicated that the model was statistically significant. The probability of an F-value of this magnitude occurring only due to noise was extremely low (0.01%). The p-values below 0.0500 implied that the model terms were statistically significant. The main model terms in this example included A, AB, BC, A2, and C2. The values over 0.1000 implied that the model terms were not statistically significant. If a model has several irrelevant model terms, except those necessary for hierarchy, then model reduction can enhance such a model. The lack-of-fit F-value of 2.87 indicated that there was a 5.16% probability that a lack-of-fit F-value of this magnitude may have arisen from random variation. Inadequate conformity is undesirable, and the fact that this chance was quite low—less than 10%—was concerning.
The three-dimensional plots showing the interactions between the factors and the Pb removal from the simulated wastewater are depicted in Figure 6. In Figure 6a, it can be seen that a gradual increase in the pH from 4 to 10 resulted in a corresponding increase in the Pb ion removal from the wastewater. This implied that that high concentrations of Pb removal from the wastewater were favored at a pH of 10. However, there was a slight increase in the Pb removal from the wastewater as the catalyst dosage increased. A similar interaction between the pH and the catalyst dosage can also be observed in Figure 6b. However, as shown in Figure 6c, there was not much influence of the interaction between the initial Pb concentration and the catalyst dosage on the Pb removal. The F-statistic of the three-dimensional fittings of the experimental data revealed that the R2, adjusted R2, and predicted R2 were calculated as 0.9625, 0.9456, and 0.9160, respectively. The difference between the two values was less than 0.2, suggesting that the adjusted R2 value of 0.9456 and the predicted R2 value of 0.9160 were reasonably close. The response surface quadratic equation, when expressed in terms of actual factors, is depicted in Equation (4). It allows for making precise predictions regarding the reaction for specific amounts of each element, and it was necessary to specify the levels in the original units for each component.
Pb removal (%) = +18.41162 + 11.97579 pH + 0.445153 → conc. − 0.023907 dosage + 0.124341 → pH ∗ conc − 0.000203 → pH ∗ dosage − 0.002730 conc ∗ dose − 0.617548 pH2 − 0.020847 → conc2 + 0.000085 dosage2.
The three factors were subsequently optimized for maximum Pb removal from the simulated wastewater. The selection of the optimum conditions was based on the desirability functions. A desirability function assigns numerical values between 0 and 1 to each potential solution, where a value of 0 represents a fully unpleasant response and a value of 1 represents a perfectly desired or ideal response. As shown in Table 4, five solutions were selected based on desirability function of 1. However, solution 4 with the pH, initial Pb concentration, and catalyst dosage values of 10, 15 ppm, and 100 mg, respectively, was selected because a maximum Pb removal of 91.212% could be achieved. As shown in Table 5 and Figure 7, the RSM quadratic model was robust in fitting the experimental data since the predicted and the actual Pb ion removal rates were highly correlated. It can be seen that the data in Table 5 do not contain any outliers, as indicated by the internal studentized residuals. The benefit of internally and externally studentized residuals is that they make it simple to spot outliers by expressing the residuals’ sizes in standard deviation units. Typically, an observation is considered an outlier if its internally and externally studentized residuals are more than 3 (in absolute value). A measure of a datapoint’s effect is called a Cook’s Distance. It considers the residual and the leverage of every observation. The amount that a regression model changes when the i-th observation is eliminated is summarized by a Cook’s Distance. It can be seen that the effect of the Cook’s Distance was minimized. The DFFITS statistic is a standardized measure of the change in the projected value for a specific observation when that observation is removed from an analysis. A high value suggests that the observation has a significant impact within its local area in the X space. High values of DFFITS suggest observations that have significant impacts on the results. A commonly used threshold is 2.

3.5. The Mechanism of Pb Removal from Wastewater

The process of the photocatalytic removal of Pb from wastewater using ZnO/ZrO2 entails the generation of electrons and holes through the influence of light, followed by the adsorption of the Pb2⁺ ions. These ions are then reduced to a less soluble or metallic state and then eliminated from the aqueous phase. The ZnO/ZrO2 composite is essential for optimizing the efficiency of this process by improving the charge separation and increasing the reactive surface area. When the ZnO/ZrO2 photocatalyst is illuminated by visible light, it assimilates photons with energy that is equivalent to or beyond the bandgap energy [46]. As a result of this stimulation, electrons (e) in the valence band are prompted to move to the conduction band, creating vacancies (holes) in the valence band, as shown by Equation (4). The Pb2⁺ ions adhere to the photocatalyst’s surface by adsorption. The electrons produced by the action of light decrease the amount of Pb2⁺ ions that are adsorbed onto the surface, converting them into metallic Pb or a lower oxidation state (Equation (6)). This transformation causes the Pb to separate from the solution and form a precipitate.
ZnO / ZrO 2 + hv     ZnO / ZrO 2   ( e C B + h V B + ) ,   and
P b a d s 2 + + 2 e C B P b o .

4. Conclusions

This work effectively utilized response surface methodology (RSM) to enhance the process of removing lead (Pb) from wastewater using ZnO/ZrO2 composites by photocatalysis. The ZnO/ZrO2 composite, when exposed to visible light, displayed effective photocatalytic activity, indicating its suitability for environmental remediation purposes. A systematic investigation was conducted on the impacts of important process factors on the efficiency of removing the Pb using a central composite design (CCD). The results of our study showed that the most effective circumstances for removing Pb (with a removal rate surpassing 90%) were obtained when using a dose of 100 mg/L of ZnO/ZrO2, maintaining a pH of 10, and starting with an initial Pb content of 15 ppm. The response surface quadratic models precisely predicted the effectiveness of the Pb removal within the experimental domain, demonstrating the strength and dependability of the optimization strategy. The validation studies verified the efficacy of the adjusted settings, highlighting the practical use of RSM in improving photocatalytic processes for wastewater treatment. The combined impacts of ZnO and ZrO2 in the composite were essential for increasing the photocatalytic activity, resulting in enhanced efficiency in degrading the Pb. In summary, this work provides important knowledge on improving the efficiency of removing Pb by photocatalysis utilizing ZnO/ZrO2 composites with the use of RSM. The proposed optimal conditions may be used as a foundation for designing and scaling-up efficient photocatalytic systems for the removal of heavy metals in wastewater treatment facilities. Promising areas for future research involve delving deeper into the process by which Pb breaks down on ZnO/ZrO2 surfaces, refining the methods used to synthesize the catalysts in order to improve their effectiveness, and carrying out extended studies to assess the long-lasting viability and practical usefulness of the optimized conditions in actual wastewater treatment scenarios. Overall, the combination of RSM with ZnO/ZrO2 photocatalysts shows great potential in efficiently and sustainably eliminating Pb from wastewater. This progress in green technology contributes to the preservation of the environment and human health.

Author Contributions

Conceptualization, H.A.S. and M.A.A.; methodology, H.A.S. and M.A.A.; software, M.A.A.; validation, H.A.S., M.A.A. and A.K.M.; formal analysis, H.A.S.; investigation, H.A.S.; resources, M.A.A.; data curation, H.A.S.; writing—original draft preparation, H.A.S.; writing—review and editing, M.A.A. and A.K.M.; visualization, M.A.A.G.; supervision, M.A.A.; project administration, M.A.A.; Data curation and Visualization, K.A.S. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

The data used are included in the manuscript.

Acknowledgments

The authors acknowledge the support of the Department of Chemical Engineering, University of Technology, Iraq.

Conflicts of Interest

The authors declare no conflicts of interest.

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Figure 1. FTIR spectrum of the ZnO, ZrO2, andZnO-ZrO2.
Figure 1. FTIR spectrum of the ZnO, ZrO2, andZnO-ZrO2.
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Figure 2. XRD patterns of the (a) ZnO/ZrO2, (b) ZrO2, and (c) ZnO.
Figure 2. XRD patterns of the (a) ZnO/ZrO2, (b) ZrO2, and (c) ZnO.
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Figure 3. FESEM micrographs of (a) 5 KX, (b) 30 KX, and (c) 60 KX of the ZnO/ZrO2 nanoparticles.
Figure 3. FESEM micrographs of (a) 5 KX, (b) 30 KX, and (c) 60 KX of the ZnO/ZrO2 nanoparticles.
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Figure 4. EDS micrographs of the (a) ZnO, (b) ZrO2, and (c) ZnO/ZrO2 nanoparticles.
Figure 4. EDS micrographs of the (a) ZnO, (b) ZrO2, and (c) ZnO/ZrO2 nanoparticles.
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Figure 5. (a) UV-vis and (b) energy band gap analysis of the ZnO/ZrO2 nanoparticles.
Figure 5. (a) UV-vis and (b) energy band gap analysis of the ZnO/ZrO2 nanoparticles.
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Figure 6. Effects of the interactions between (a) the initial ion concentration and pH, (b) the catalyst dosage and pH, and (c) the catalyst dosage and initial ion concentration.
Figure 6. Effects of the interactions between (a) the initial ion concentration and pH, (b) the catalyst dosage and pH, and (c) the catalyst dosage and initial ion concentration.
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Figure 7. Comparison between the actual and the predicted Pb ion removal rates from the RSM quadratic model.
Figure 7. Comparison between the actual and the predicted Pb ion removal rates from the RSM quadratic model.
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Table 1. Summary of the factors and levels used in the CCD.
Table 1. Summary of the factors and levels used in the CCD.
FactorLowHigh
pH410
Initial concentration (ppm)415
ZnO/ZrO2 dosage (mg)100500
Table 2. Summary of the factors and the corresponding responses obtained from the CCD experiment.
Table 2. Summary of the factors and the corresponding responses obtained from the CCD experiment.
RunA:pHB: Initial Ion ConcC:DosagePb Removal
(ppm)mg%
14450063.45
279.510072.34
31.843449.530036.23
410410082.12
54410055.34
6101550088.21
710410083.23
879.530075.23
979.5643.7786.23
1079.530071.13
1179.530073.13
1279.530074.21
13101510094.23
1479.530076.32
15718.953730075.23
1641550052.23
174450065.35
1879.530078.23
19101510086.21
20101550083.24
2179.530077.23
2212.15669.530080.12
234410057.45
2470.04631630070.23
2510450084.23
2641510063.26
2710450084.13
2879.530077.23
2941510060.23
3041550051.22
Table 3. The analysis of variance of the response surface quadratic model.
Table 3. The analysis of variance of the response surface quadratic model.
SourceSum of SquaresdfMean SquareF-Valuep-Value
Model4750.919527.8857.05<0.0001Significant
A-pH3905.6113905.61422.09<0.0001
B-conc.6.716.70.72420.049
C-dose0.146310.14630.01580.9012
AB67.35167.357.280.0138
AC0.236710.23670.02560.8745
BC144.251144.2515.590.0008
A2532.711532.7157.57<0.0001
B26.8616.860.74120.3995
C2132.451132.4514.310.0012
Residual185.06209.25
Lack of Fit90.5518.12.870.0516Not significant
Pure Error94.56156.3
Cor Total4935.9729
Table 4. Solution obtained from the RSM optimization.
Table 4. Solution obtained from the RSM optimization.
NumberpHConcDosagePb RemovalDesirability
17.44812.029103.78381.6961
210410079.9971
3101550084.7871
4101510091.2121Selected
579.530074.8441
Table 5. Comparison between the actual and the predicted Pb removal rates from the simulated wastewater.
Table 5. Comparison between the actual and the predicted Pb removal rates from the simulated wastewater.
Run OrderActual ValuePredicted ValueResidualLeverageInternally Studentized ResidualsExternally Studentized ResidualsCook’s DistanceInfluence on Fitted Value DFFITSStandard Order
163.4563.230.22720.3710.0940.0920.0010.075
272.3478.32−5.980.189−2.181−2.4350.111−1.17421
336.2335.470.75650.5360.3650.3570.0150.38417
482.12802.130.3910.8960.8910.0520.71410
555.3457.15−1.810.391−0.763−0.7550.037−0.6059
688.2184.793.420.3711.4191.4580.1191.128
783.23803.230.3911.3631.3940.1191.1182
875.2374.840.39040.1190.1370.13300.04927
986.2384.71.530.6150.810.8030.1051.01422
1071.1374.84−3.710.119−1.3−1.3240.023−0.48726
1173.1374.84−1.710.119−0.6−0.590.005−0.21724
1274.2174.84−0.63260.119−0.222−0.2160.001−0.0823
1394.2391.213.020.3911.2721.2930.1041.0364
1476.3274.841.480.1190.5180.5080.0040.18725
1575.2373.931.30.5360.6290.6190.0460.66620
1652.2354.22−1.990.371−0.826−0.8190.04−0.62915
1765.3463.232.120.3710.8780.8730.0450.6713
1878.2374.843.390.1191.1871.20.0190.44229
1986.2191.21−50.391−2.107−2.3280.285−1.86612
2083.2484.79−1.550.371−0.641−0.6310.024−0.48516
2177.2374.842.390.1190.8360.830.0090.30528
2280.1281.37−1.250.536−0.603−0.5930.042−0.63818
2357.4557.150.29920.3910.1260.1230.0010.0991
2470.2372.03−1.80.536−0.867−0.8610.087−0.92719
2584.2385.58−1.350.371−0.56−0.550.019−0.4236
2663.2660.163.090.3911.3041.3280.1091.06511
2784.1385.58−1.450.371−0.601−0.5910.021−0.45414
2877.2374.842.390.1190.8360.830.0090.30530
2960.2360.160.07220.3910.030.0300.0243
3051.2254.22−30.371−1.244−1.2630.091−0.977
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Shakir, H.A.; Alsaffar, M.A.; Mageed, A.K.; Sukkar, K.A.; Ghany, M.A.A. Optimizing Photocatalytic Lead Removal from Wastewater Using ZnO/ZrO2: A Response Surface Methodology Approach. ChemEngineering 2024, 8, 72. https://doi.org/10.3390/chemengineering8040072

AMA Style

Shakir HA, Alsaffar MA, Mageed AK, Sukkar KA, Ghany MAA. Optimizing Photocatalytic Lead Removal from Wastewater Using ZnO/ZrO2: A Response Surface Methodology Approach. ChemEngineering. 2024; 8(4):72. https://doi.org/10.3390/chemengineering8040072

Chicago/Turabian Style

Shakir, Hiba Abduladheem, May Ali Alsaffar, Alyaa K. Mageed, Khalid A. Sukkar, and Mohamed A. Abdel Ghany. 2024. "Optimizing Photocatalytic Lead Removal from Wastewater Using ZnO/ZrO2: A Response Surface Methodology Approach" ChemEngineering 8, no. 4: 72. https://doi.org/10.3390/chemengineering8040072

APA Style

Shakir, H. A., Alsaffar, M. A., Mageed, A. K., Sukkar, K. A., & Ghany, M. A. A. (2024). Optimizing Photocatalytic Lead Removal from Wastewater Using ZnO/ZrO2: A Response Surface Methodology Approach. ChemEngineering, 8(4), 72. https://doi.org/10.3390/chemengineering8040072

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