Introduction

Detoxifying process of various wastewater sources is highly problematic because of the presence of highly toxic, complicated, and various organic contaminants that are recalcitrant to traditional treatment methods (Pervez et al. 2020; Mushtaq et al. 2020). As a result, effective removal of different types of perilous organic pollutants from water and wastewater is a crucial challenge in environmental research areas which pose significant threats on all fronts. Among those contaminants, phenolic compounds have been detected as potentially harmful contaminants and can cause harmful effects on various biological processes (Pervez et al. 2020). Phenols and their chlorinated compounds are toxic to both aquatic communities and human health. Because of the bio-refractory nature of phenolic-based wastes, they cannot be typically treated by conventional processes.

Moreover, chlorophenol compounds are quickly absorbed when consumed by the respiration or oral system (Matafonova et al. 2011). Different industries including coal conversion, pharmaceutical, textile, coal mining, building materials, pesticides, artificial rubber, chemicals, paper, plastics, automobile, resin manufacturing, and oil industries are the main origins of phenolic compounds in the environment. As wood preservatives, chlorophenols are extensively utilized, and for antiseptic production in industrial activities, usually 4-Chlorophenol is utilized (Shokri 2020). Based on the WHO (World Health Organization), the acceptable concentration of chlorophenols in potable water is 1 mg L−1 (Hadi et al. 2020).

Recently, various methods have been utilized to remove chlorophenol from an aqueous environment, including radiation-induced degradation (Rauf and Ashraf 2009), catalytic wet oxidation (Rocha et al. 2021), electrochemical oxidation (Clematis and Panizza 2021), chemical reduction treatment by zero-valent iron (Li et al. 2021a), adsorption (Li et al. 2021b) and solvent extraction. Moreover, processes like hypochlorite oxidation and ozone oxidation are to some extent efficient for pollutant degradation however are not desirable because of their intrinsic disadvantage associated with cost, performance, and formation of wastes as side-products (Ye et al. 2020; Hou et al. 2020). Recently, the advanced oxidation processes (AOPs) have absorbed significant attention because of their substantial ability to the degradation of various refractory organic contaminants. In comparison with physical and biological methods, AOPs are highly advantageous since they degrade different organic materials with high toxicity, whereas the biological processes are time-intensive and the physical methods generate secondary waste. Their considerable efficiency heavily depends on the non-selective and powerful feature of OH generation. Between different methods of AOPs, the oxidation by Fenton’s reagent has demonstrated significant promise due to its efficiency in the degradation of a broad range of toxic organic contaminants (Feng et al. 2019). Because of the less toxic nature of reagents, simplicity, high efficiency, and economic feasibility of the Fenton process, it has been broadly utilized for contaminant degradation in wastewater (Xu and Wang 2012). The Fenton process utilizes ferrous and H2O2 for the production of powerful OH in an aqueous environment (Pervez et al. 2019) which has the ability to degrade many organic pollutants. By the further reaction of Fe3+ with H2O2, the utilized Fe2+ in the Fenton process is generated again (Eqs.1–3).

$${\text{H}}_{2} {\text{O}}_{2} + {\text{Fe}}^{2 + } \to {\text{OH}}^{ - } + {\text{OH}}^{ \bullet } + {\text{Fe}}^{3 + }$$
(1)
$${\text{H}}_{2} {\text{O}}_{2} + {\text{Fe}}^{3 + } \to {\text{HO}}_{2}^{ \bullet } + {\text{H}}^{ + } + {\text{Fe}}^{2 + }$$
(2)
$${\text{HO}}_{2}^{ \bullet } + {\text{Fe}}^{3 + } \to {\text{O}}_{2} + {\text{Fe}}^{2 + } + {\text{H}}^{ + }$$
(3)

Despite the advantages of Fenton-based treatment processes (Karimi et al. 2012; Chen et al. 2017), homogeneous Fenton reactions including Fe2+ and H2O2 have several major drawbacks such as the requirement for maintaining extreme acidic conditions (the optimal pH is around 3), formation of a remarkable quantity of iron sludge and non-reusable reagent which is cost-prohibitive and ineffective (Nidheesh et al. 2013; Morshed et al. 2020). Hence, numerous research work has been dedicated to enhancing the treatment performance of the Fenton process besides reducing the generation of contaminants as side products (Zhang et al. 2019). In the view of the current scenario, instead of using ferrous, the heterogeneous Fenton process has advent as a promising technology to overcome the aforesaid shortcomings by the application of recyclable solid catalysts (Nidheesh 2015; He et al. 2016). Even though significant research has mainly focused on designing quite effective heterogeneous Fenton catalysts, still several unresolved questions considering the principles of heterogeneous catalysis are evident (Sun et al. 2018, 2020). Besides the properties of reactive oxidants generated in the heterogeneous Fenton process, still there is continuous controversy about the oxidation fundamentals of target compounds by the produced oxidants. Fundamentally, the improved catalytic efficiency of several efficient Fenton solid catalysts has been determined, to promote exposure of adsorbed pollutants to oxidants generated at or in the proximity of surface sites (Gonzalez-Olmos et al. 2013; He et al. 2020). Contrarily, based on various investigations, adsorbed organics on the surface of iron oxide catalysts were not oxidized and thus suggested that surface-produced hydroxyl radicals mainly oxidize organic compounds in the aqueous environment (Liang et al. 2012). Despite the broad exploration regarding the heterogeneous Fenton reaction, whether the degradation of pollutants occurs in the interfacial boundary layer, solution, or on the catalyst surface or their integration, is unresolved (Waite et al. 2021).

In the heterogeneous Fenton process, not only metal ions can be easily separated from the solution but also a great quantity of iron or any metal ion that is utilized as a catalyst remains in the solid phase. To decrease the quenching of OH, the quantity of Fe2+ must be maintained at small levels. In this vein, the heterogeneous Fenton process has been developed by researchers (Waite et al. 2021). The heterogeneous Fenton process has several benefits like the absence of side-products as contaminants, catalyst reusability, and broader operational pH window.

The full factorial design (FFD) has gained significant focus as a series of statistical and mathematical methods appropriate for exploring the effects of several independent parameters of the experiment. In comparison with OFAT (one factor at a time) approach, FFD has different advantages like needing lower experiments, reduced time of the experiment, cost-effective, and enough adequacy in the prediction of the response. To our best knowledge, there is no research work considering the optimization and statistical modeling of heterogeneous Fenton for the removal of chlorophenol utilizing α-Fe2O3/SiO2 catalyst by full factorial design of experiment. Hence, as a novel research work, current research utilizes FFD with 27 runs to optimize the elimination of chlorophenol using the heterogeneous Fenton process. The effects of time, the mass ratio of H2O2 to chlorophenol, and the amount of catalyst as the critical factors on the percentage of chlorophenol removal as a response were studied by Design-Expert software. The capability of the system for the removal of chlorophenol at the optimal condition was explored. The kinetic and thermodynamic studies were performed, and the ΔH˚, ΔG˚, Ea, and ΔS˚ were obtained. Moreover, the preparation of α-Fe2O3/SiO2 catalysts besides its characterization and the process mechanism are discussed.

Materials and methods

Materials and apparatuses

4-Chlorophenol with a purity of higher than 98% was supplied from TCI (Shanghai, China) and utilized without additional purification. All chemicals used, such as iron oxides, ethanol, and so on, for the synthesizing catalyst were supplied from Merck Company. The chemical properties of 4-Chlorophenol are presented in Table 1.

Table 1 Chemical properties of 4-Chlorophenol

BELSORP-mini II, DX27-mini, Perkin-Elmer (Spectrum Two, model), and Philips XL-30, devices were used as BET surface area analyzer, X-ray diffractometer (XRD), and Fourier transform infrared (FTIR) spectrometer, and scanning electron microscope (SEM), respectively. Moreover, for taking UV/Vis absorption spectra, Agilent 8453 spectrophotometer was utilized.

Catalyst preparation and characteristics

Synthesizing of iron hydroxide (Fe(OH) 2 )

To prepare iron hydroxide as a precursor of iron oxide, according to Bharathi et al. (Bharathi et al. 2010), 100 ml of urea (1 M) was slowly added to 100 ml of iron chloride (0.25 M). The resulting solution was then exposed to reflux conditions for 12 h at a temperature of 95–90 °C. The reflux precipitate was washed with deionized water several times to remove the entire unreacted materials. The washed precipitate, which was Fe(OH)2, was completely dried at 70 °C.

Preparation of α-Fe 2 O 3 /SiO 2 catalyst

The α-Fe2O3/SiO2 has been utilized as a catalyst for the heterogeneous Fenton reaction and the concentration of the catalyst has meant its value on the base. Based on the report of Nikazar et al., α-Fe2O3/SiO2 catalyst was prepared by the solid-state dispersion (SSD) method (Nikazar et al. 2008). For this purpose, firstly, the produced iron hydroxide 1:3 was mixed with silica (support catalyst) for one hour with a small quantity of ethanol. The addition of ethanol was performed to such an extent that the mixture takes a mud-like state and making the mixing operation easier. The resulting mixture was dried at 70 °C and then exposed to 300 °C for one hour to not only the iron hydroxide particles supported on the silica surface become iron oxide but also become thermally stabilized on the surface of silica (Bharathi et al. 2010).

Characterization of the supported catalysts

The SEM images of the SiO2 support catalyst and the α-Fe2O3/SiO2 catalyst are demonstrated in Fig. 1a, b, respectively. Figure 1b shows well that α-Fe2O3 particles are supported spherically and uniformly distributed on the surface of silica. This image also shows that in some parts of the silica surface, more α-Fe2O3 particles have accumulated, which can be due to two reasons: first, the morphology of the silica surface, second, the adhesion of fine iron oxide particles to each other and their accumulation in one special area.

Fig. 1
figure 1

SEM images related to a SiO2 catalyst support and b α-Fe2O3/SiO2 catalyst

Figure 2 (above one) shows the FTIR spectrum of the SiO2 support catalyst, in which the characteristic peaks of the Si–O–Si and Si–H vibrations are shown. The appearance of the characteristic Fe–O peak in this spectrum is due to the small amount of iron oxide in the mineral (natural) silica used in this study. The FTIR spectrum of the α-Fe2O3/SiO2 catalyst is shown in Fig. 2 (below one). The increase in peak intensity characteristic of Fe–O vibration indicates an increase in the amount of iron oxide in the material, which means the stabilization of α-Fe2O3 particles on the SiO2 surface and confirms the results of SEM images. Characteristic peaks of α-Fe2O3 are evident which are in harmony with the results of Bharathi et al. (Bharathi et al. 2010). Such characteristic peaks, which are associated with bending modes and stretching of Fe–O and OH in FeOOH, sometimes overlap with specific peaks of SiO2.

Fig. 2
figure 2

FTIR spectra related to catalyst support (top) and α-Fe2O3/SiO2 catalyst (down)

The above and down curves in Fig. 3 show the XRD patterns of the base of the SiO2 catalyst and the α-Fe2O3/SiO2 catalyst, respectively. As can be seen, in the α-Fe2O3/SiO2 pattern, all characteristic SiO2 peaks appear, only slightly reduced in intensity, which means that during the supporting process, the supported catalyst is not structurally or chemically changed and only its surface is covered with iron oxide. The reason for reducing the intensity of the SiO2 peaks is due to the coating of the SiO2 surface with iron oxide. The emergence of α-Fe2O3 specific peaks in the low XRD pattern, which is in good harmony with the results of Bharathi et al. (Bharathi et al. 2010), is indicative of the successful synthesis and stabilization of iron oxide. The XRD pattern of α-Fe2O3/SiO2 using Warren–Averbach theory (Barka and Assabbane 2008) and calculating the device errors showed that the average crystal size of this catalyst is about 12 nm.

Fig. 3
figure 3

XRD patterns related to catalyst support (top) and α-Fe2O3/SiO2 catalyst (down)

Procedure and experimental design

The experimental works were performed in a glass photoreactor with a one-liter capacity and prepared to utilize a sampling system (Fig. 4). Its UV irradiation was a 15 W Philips Company in Holland vertically located at the center of the reactor and was turned off in all experiments. The experimental setup provided a jacket of water with an external flow adapted using a thermostat to control the temperature. In order to control temperature, the water bath, from the Korean Company, the BW-05G model was used.

Fig. 4
figure 4

Schematic figure of the utilized reactor in the experiment. (1) Quartz immersion well, (2) Magnetic stirrer bar, (3) UV lamp, (4) Glass reactor, (5) Magnetic stirrer, (6) Loading valve, (7) Unloading valve & Sampling point, (8) Cooling water source, (9) Cooling water return, (10) Electric connection, (11) Dark Box

A synthetic effluent containing 75 mg L−1 of chlorophenol was used for the conduction of the experimental design and it was conveyed into the reactor. To prevent the precipitation of iron ions in the reactor and create a homogenized environment the solution was stirred. The progress in the degradation of 4-Cholorphenol was examined by UV/Vis spectrophotometer at a maximum wavelength of 225 nm and confirmed by high-pressure liquid chromatography (HPLC). Our response was only the percentage of chlorophenol removal, which was measured at 225 nm (this peak was more accurate). The UV spectrum was taken from the effluent during treatment. Based on the preliminary experiments, the differences between neutral and acidic pH were slight, therefore, the pH was fixed at 6 in all runs which was the real pH of synthetic wastewater containing 4-Chlorophenol. The catalyst was synthesized, and the iron was placed on silica. Under optimal conditions, 70% of the chemically required oxygen (COD) was removed, to be more specific, it was reduced from 300 to 90 mg L−1. The increased conductivity of the effluent was also related to the produced chlorine and the extraction of iron ions from the catalyst tissue. Catalyst identification tests are evaluated in the following. The removal of chlorophenol is measured using the following equation (Eq. 4):

$$\mathrm{Removal\,of\,CP }\left(\mathrm{\%}\right)=\frac{{[\mathrm{CP}]}_{0}-[\mathrm{CP}]}{{[\mathrm{CP}]}_{0}}\times 100$$
(4)

where \({[\mathrm{CP}]}_{0}\) and \([\mathrm{CP}]\) are the concentration of the 4-Cholorphenol at the beginning of the reaction and at the time t, respectively.

Experimental design

In the present research, the effect of three independent parameters including time (A), the mass ratio of hydrogen peroxide to chlorophenol (B), and catalyst (C) on the removal of chlorophenol (%) as the response by full factorial design of experiment was investigated. Each factor was explored in three levels. The pH was fixed at 6 in all runs. Table 2 demonstrates the matrix of experiment factors and their values.

Table 2 Level and ranges of each factor

The following model (Eq. 5) is fitted to the response variable (Y) in the form of a polynomial equation:

$$Y = \beta_{0} + \mathop \sum \limits_{j = 1}^{k} \beta_{j} X_{j} + \mathop \sum \limits_{i = 1}^{k} \mathop \sum \limits_{i = 1}^{i < j} \beta_{ij} X_{i} X_{j} + \mathop \sum \limits_{j = 1}^{k} \beta_{jj} X_{j}^{2} + \varepsilon$$
(5)

where Y and k represent the response value, the number of independent factors, \({\beta }_{0}\) is constant-coefficient, XiXk is coded independent factors, \({\beta }_{j}\) is the coefficient of the first-order or linear influence, \({\beta }_{jj}\) is the coefficient of quadratic or squared influence, and \({\beta }_{ij}\) is representing the coefficient of interactions influence and ε is the random error responsible for any discrepancy or uncertainty between anticipated and actual value. Considering the three independent variables in this work, the regression equation for the second-order quadratic model is given as the following (Eq. 6):

$$Y = \beta_{0} + \beta_{1} x_{1} + \beta_{2} x_{2} + \beta_{3} x_{3} + \beta_{11} x_{1}^{2} + \beta_{22} x_{2}^{2} + \beta_{33} x_{3}^{2} + \beta_{12} x_{1} x_{2} + \beta_{13} x_{1} x_{3} + \beta_{23} x_{2} x_{3}$$
(6)

The general model for three-level full factorial design is given by 3 k in which k represents the number of design variables. Hence, in this study for the three aforementioned independent variables, there would be 27 experimental runs. Table 3 demonstrates design points, including three main variables and actual and predicted values of the response values. For conducting experimental design and statistical interpretations of the results besides determining the coefficients of the regression model (Eq. 6), the Design-Expert software version 13 was utilized.

Table 3 Full Factorial Design results of three independent variables and CP removal (%)

Results and discussion

The ANOVA tests and statistical analysis

In this research, to achieve the optimal conditions, the effect of three independent parameters on the response was evaluated by full factorial design. The mean squares, the sum of squares, F value, and P values of each variable are demonstrated in Table 4. Based on the results of the ANOVA, the F-value of 431.1 indicates that the regression model is significant. In other words, it implies that there is a 0.01% chance that this F-value could happen because of the noise. Based on the statistical criteria and as recommended by Design-Expert software, the parameters that have P values equal to or less than 0.05 are considered significant. According to Table 4, A, B, C, AB, AC, A2, B2, and C2 are significant model terms as they have P values less than 0.05. To determine the most proper transformation of the response values, the diagnostic Box-Cox is utilized. In this study, based on the results of the Box-Cox plot, the square root (λ = 0.5) transformation was recommended by the software to enhance the overall status of the experimental design.

Table 4 ANOVA results for the removal of chlorophenol using the heterogeneous Fenton process

The correlation between factors and the CP removal (%) in terms of coded factors are presented in Eqs. 7:

$$\begin{aligned} {\text{Sqrt }}\left( {{\text{Removal of CP }}\left( {\text{\% }} \right){ }} \right) = & + 7.37 + 2.29{\text{ A}} + 0.3546{\text{ B}} + 0.5264{\text{ C}} + 0.1361{\text{ AB}} \\ + 0.1558{\text{ AC}} - 0.0360{\text{ BC}} - 0.3563{\text{ A}}^{2} - 0.4690{\text{ B}}^{2} - 0.2109{\text{ C}}^{2} { } \\ \end{aligned}$$
(7)

To anticipate response values for particular levels of each parameter, the coded equation can be utilized. The low and high levels of each variable are coded by −1 and + 1, respectively. By comparing each variable coefficient, their relevant effect on the response can be recognized. Moreover, by using the original units of each parameter for their given level in the actual equation, the anticipation of response values can be performed. Since coefficients are scaled to adapt the units of each variable, the actual equation cannot be utilized to ascertain their effect on the response (Hinkelmann 2012). As can be evident from the coefficient of variables in the coded equation, time is the most influential parameter in the removal of chlorophenol. The coefficient of determination or R-squared (R2) is explained as the amount of variation in the data elucidated by the ANOVA model (Hinkelmann 2012). In other words, R-squared is a kind of statistical estimation of how close the experimental data are to the fitted regression line. R-squared is calculated based on the following equation (Eq. 8):

$${\mathrm{R}}^{2}=\frac{{\mathrm{SS}}_{\mathrm{Model}}}{{\mathrm{SS}}_{\mathrm{Total}}}=\frac{104.27}{104.73}=0.9956$$
(8)

As a result, the model explains around 99% of the variability in the experiment, and just 1% of the total variability is not estimated by the perfect regression. It is obvious that \(0\le {\mathrm{R}}^{2}\le 1\) and larger values of R-squared are more desirable. The adjusted-R2 is a deviation of the R-squared statistics that reflect the number of model variables. It can be a beneficial tool for highly complicated experimental settings with dissimilar design parameters when one wants to evaluate the effect of variation in the number of model terms (Hinkelmann 2012). The predicted R2 and adjusted R2 are 0.9895 and 0.9933, respectively, which indicates reasonable harmony between them because the difference between them is less than 0.2.

Moreover, based on Fig. 5a, as the actual and predicted outcomes are adequately close together and have enough harmony, the precision and correctness of the regression model are confirmed. The normal probability plot indicates whether the residuals track the straight line and normal distribution or not. As is evident from Fig. 5b, the experimental data are distributed evenly on a straight line.

Fig. 5
figure 5

a Comparison between anticipated and experimental quantities for the removal of the CP in the heterogeneous Fenton process, b Normal probability diagram for the model

To establish the linear, quadratic, and interaction contribution of each parameter in the experiment, the percent of contribution is measured by the following equation (Eq. 9):

$$\mathrm{Percent\,of\,Contribution }\left(\mathrm{\%}\right)=\frac{\mathrm{the\,sum\,of\,squares\,of\,a\,factor }({\mathrm{SS}}_{\mathrm{F}})}{\mathrm{the\,sum\,of\,squares\,of\,all\,factors }({\mathrm{SS}}_{\mathrm{T}})}$$
(9)

It was clear from Fig. 6 that the graphical Pareto study is performed to show the effect of each operative variable on the response and evaluated by the subsequent equation (Eq. 10).

$${\text{P}}_{{\text{i}}} = \left( {\frac{{{\text{b}}_{{\text{i}}}^{2} }}{{\sum {\text{b}}_{{\text{i}}}^{2} }}} \right) \times 100$$
(10)
Fig. 6
figure 6

Graphical Pareto chart for chlorophenol removal

The term bi signifies the effect of the numerical coefficient for each variable. The time and concentration of catalyst were the imperative influences that affect the removal of CP.

Mechanism of heterogeneous Fenton process

Typically, due to the simplicity of recovery, significant catalytic activity, low toxicity, and cost-effectiveness of iron-based materials, they are regarded as excellent heterogeneous Fenton catalysts (Thomas et al. 2021). Iron leaching from the solid catalyst and heterogeneous catalytic mechanism are two methods by which hydroxyl radicals are produced in the heterogeneous Fenton reactions (He et al. 2016). By investigating the reactions of hydroxyl radicals on the solid Fe2O3 supported on silica catalyst, the mechanism of heterogeneous catalytic degradation of hydrogen peroxide can occur as the following (Eqs. 1113):

$$\equiv {\text{Fe }}^{{{\text{III}}}} - {\text{OH }} + {\text{H}}_{2} {\text{O}}_{2} { } \leftrightarrow { }\left( {{\text{H}}_{2} {\text{O}}_{2} } \right)_{{\text{s}}}$$
(11)
$$\left( {{\text{H}}_{2} {\text{O}}_{2} } \right)_{{\text{s}}} \leftrightarrow \left( { \equiv {\text{Fe}}^{{{\text{II}} \bullet }} {\text{O}}_{2} {\text{H}}} \right) + {\text{H}}_{2} {\text{O}}$$
(12)
$$\left( { \equiv {\text{Fe}}^{{{\text{II}} \bullet }} {\text{O}}_{2} {\text{H}}} \right) \to \equiv {\text{Fe}}^{{{\text{II}}}} + {\text{HO}}_{2}^{ \bullet }$$
(13)
$$\equiv {\text{Fe}}^{{{\text{II}}}} + {\text{H}}_{2} {\text{O}}_{2} \to \equiv {\text{Fe }}^{{{\text{III}}}} - {\text{OH}} + {\text{OH}}^{ \bullet }$$
(14)

In the above equations, \(\equiv {\text{Fe }}^{{{\text{III}}}}\) demonstrates the iron existing on the surface of Fe2O3/SiO2. The incorporation of hydrogen peroxide at the surface of \(\equiv {\text{Fe }}^{{{\text{III}}}} - {\text{OH}}\) generates the solid complex hydrogen peroxide (Eq. 11). After that, the generation of a transition state complex \(\left( { \equiv {\text{Fe}}^{{{\text{II}} \bullet }} {\text{O}}_{2} {\text{H}}} \right)\) was occurred by a ligand to metal charge transformation (Eq. 12). Then, the complex dissociates and generates HO2 (Eq. 13), and subsequently, hydroxyl radical is produced in the presence of \(\equiv {\text{Fe}}^{{{\text{II}}}}\) and hydrogen peroxide (Eq. 14). This mechanism demonstrates the recycling of ferric ions and ferrous ions on the surface, as a result, \(\equiv {\text{Fe }}^{{{\text{III}}}} - {\text{OH}}\) is considered as a heterogeneous catalyst. Regardless of the pure heterogeneous Fenton reaction, by the homogeneous Fenton process, the iron extract from the solid catalyst improved the reaction speed (Wang et al. 2010; Hartmann et al. 2010).

A schematic of the treatment of CP by α-Fe2O3/SiO2 as a heterogeneous Fenton catalyst is presented in Fig. 7. As mentioned before, at first, the pollutants were enriched to round the α-Fe2O3/SiO2. At that point, the H2O2 reacted with the Fe2+ on the surface of the catalyst. Therefore, hydroxyl radicals were produced and the oxidation of Fe2+ to Fe3+ occurred. In this condition, the CP was condensed at the surface of catalyst support and attacked by the generated hydroxyl radicals. After that, the degraded CP was desorbed, and the catalyst will be able to condense the CP again. Finally, a high degradation of CP occurred.

Fig. 7
figure 7

A schematic diagram of the treatment of CP by α-Fe2O3/SiO2 as a heterogeneous Fenton catalyst

Effect of operational variables on the removal of chlorophenol

Among all influential factors in the heterogeneous Fenton process, always the pH has a substantial influence, since it significantly distresses the leaching of iron ions. Thus, the influence of pH on the removal of CP was investigated at first. It is well known that the optimum pH in the classical Fenton method is around 3.0, but in this process, before experimental design and in preliminary tests, a wider initial pH range of 3 to 9.0 was investigated for degradation of CP. The efficiency of the process was very low in alkaline pH, due to the precipitation of the leached Ferrous as Fe(OH)3. In neutral and acid conditions, the process efficiency was better in acidic media. The real pH of synthetic wastewater containing CP was around 6, and in this pH, the efficiency was a little better than other acidic pHs. Therefore, the pH of 6 was chosen in all runs since the comfort of operation was fixed and not investigated as a variable in the design of the experiment. The increase in CP degradation at lower pH could be originated from the faster dissolution of iron from α-Fe2O3/SiO2, which was favorable for producing hydroxyl radicals by activating H2O2.

Influence of time

To inspect the effects of operational factors on the removal of chlorophenol, three dimension and counterplots were utilized. It is evident that in these plots, the effects of two parameters are explored, whereas the other factors are held constant. As it can be obvious from Fig. 8a, b, with an increase in the reaction time, the removal of chlorophenol will increase. In other words, increasing time from 10 to 20 min increases the chlorophenol degradation and this trend is continuous from 20 to 30 min, too. At the highest values of time, chlorophenol degradation reaches around 97%. Because with passing time, more pollutant molecules were adsorbed on the catalyst surface gradually and more Fe2+ were oxidized to Fe3+, and subsequently, more H2O2 is decomposed to the hydroxyl radicals which effectively degrade chlorophenol molecules. These results are in agreement with Hassani et al. and Shokri (Hassani et al. 2016; Shokri 2018).

Fig. 8
figure 8

a The 3D, and b counterplots of time and mass ratio of H2O2/CP at catalyst dosage of 4.5 mg.L−1

Influence of H 2 O 2 /CP mass ratio

It is evident from Fig. 9a, b, that increasing the mass ratio of H2O2 to chlorophenol increases chlorophenol degradation. The reason is due to the H2O2 being the precursor of OH hence removal will be increased with increasing the concentration of hydrogen peroxide to chlorophenol. However, this tendency is more obvious and stronger when the mass ratio of hydrogen peroxide to chlorophenol increases from its lowest value, 2 to 4, and after that, the rate of chlorophenol removal will not be remarkable until 5, and after that, from 5 to 6, chlorophenol removal will even decrease gradually. Further increase in the concentration of H2O2 influenced the reaction of generated OH with extra hydrogen peroxide molecules to generate \({\text{HO}}_{2}^{ \bullet }\) which has a lower oxidizing capability based on the following reaction (Eq. 15):

$${\text{H}}_{2} {\text{O}}_{2} + {\text{OH}}^{ \bullet } \to {\text{H}}_{2} {\text{O}} + {\text{HO}}_{2}^{ \bullet }$$
(15)
Fig. 9
figure 9

The 3D (b), and counterplots (b), of mass ratio of H2O2/CP and catalyst dosage at the time of 30 min

The H2O2 performs as a free radical scavenger at higher concentrations, as a result, the removal of chlorophenol was reduced at a great concentration of H2O2 to chlorophenol according to the following equation (Eq. 16):

$${\text{HO}}_{2}^{ \bullet } + {\text{OH}}^{ \bullet } \to {\text{H}}_{2} {\text{O}} + {\text{O}}_{2}$$
(16)

Moreover, the auto-degradation of hydrogen peroxide to water and O2 and the reaction of hydrogen peroxide with OH instead of chlorophenol molecules have occurred. These results are in agreement with the investigation of Shokri (Shokri 2018).

Influence of catalyst dosage

It is quite obvious from Fig. 10a, b that always an increase in the α-Fe2O3/SiO2 as catalyst results in enhancement in the removal of chlorophenol. However, after the value of almost 3.5 gr/l, the removal performance of catalyst is not quite notable and removal of chlorophenol changes with low speed or even less removal obtained. This trend can be elucidated that increasing the catalyst dosage leads to a higher generation of ferrous ions which can react with hydrogen peroxide and decompose them to more non-selective powerful hydroxyl radicals for degradation of chlorophenol molecules. However, at higher levels of catalyst, the number of its active sites is lower and hence shows slow degrees of removal effect or even low. This result is in harmony with Hassani et al. 2016.

Fig. 10
figure 10

a The 3D, and b counterplots of time and catalyst at a mass ratio of H2O2/CP of 6

The increase in the concentration of α-Fe2O3/SiO2 can increase the number of reaction sites for obliging hydroxyl radicals and contaminants in wastewater donated to the increase in the removal of CP. The enthalpy and entropy of the adsorbed pollutant molecules onto the active sites were decreased, and therefore, the oxidation of intermediate molecules into stable termination products such as Cl2, and CO2 happened easily. These results are in agreement with the finding of Gupta et al. 2009a.

Response optimization and confirmation

Process optimization was conducted according to the full factorial model using the desirability function. In any case, to make optimization easy, the trick is to combine all the goals into one objective function. The best solution is the application of desirability as the overall measure of success when optimizing multiple responses. To determine the best combination of responses, an objective function, D(x), was utilized which involves the application of a multiplicative rather than an additive meaning. Statisticians call this the geometric mean. For overall and individual desirability, the equations are as the following (Eqs. 1718):

$${\text{Desirability }}\left( D \right) = \left( {d_{1} \times d_{2} \times \ldots d_{n} } \right)^{{{\raise0.7ex\hbox{$1$} \!\mathord{\left/ {\vphantom {1 n}}\right.\kern-\nulldelimiterspace} \!\lower0.7ex\hbox{$n$}}}} = \left( {\mathop \prod \limits_{i = 1}^{n} d_{i} } \right)^{{{\raise0.7ex\hbox{$1$} \!\mathord{\left/ {\vphantom {1 n}}\right.\kern-\nulldelimiterspace} \!\lower0.7ex\hbox{$n$}}}}$$
(17)
$$d_{i} = \frac{{{\text{Optimum value of response}} - {\text{lower limit of response}}}}{{{\text{Upper limit of response}} - {\text{lower limit of response}}}}$$
(18)

The di, which ranges from 0 to 1 (least to most desirable, respectively), indicates the desirability of each factor (i) response, and n is the number of responses being optimized. Convert all criteria into one scale of desirability (small d’s) so that they can be combined into one, easily optimized value, the big D. By condensing all responses into one overall desirability, none of them need to be favored more than any other. Hence, the goals of operational factors and response were set in range and at maximum, respectively (the lower limit was set at 80 and the upper limit was set at 100). The optimized results are presented in Table 5.

Table 5 Optimal operational conditions for maximum removal of CP (%)

Kinetic study

The kinetic study was performed by relating the removal of chlorophenol as a function of time, using the heterogeneous Fenton reaction. As it is evident from Fig. 11 a, the results demonstrated a well-fitted second-order reaction. According to the results of the kinetic model, the concentration of OH is the only significant parameter for the determination of reaction rate. The 0.00421, 0.00452, 0.00488, and 0.00507 (L mg−1 min−1) are the rate constant values at temperatures of 293, 303, 313, and 323 K, respectively (Körbahti 2007). Figure 11a demonstrates the heterogeneous Fenton reaction well fitted with a second-order rate equation, followed by the mathematical expression (Eq. 19);

$$\frac{1}{{[\mathrm{CP}]}_{\mathrm{t}}}=\frac{1}{{[\mathrm{CP}]}_{0}}+\mathrm{kt}$$
(19)

where k is the rate constant (L mg−1 min−1), t is time (min), [CP]t is the concentration of 4-Chlorophenol at a time “t” and [CP]0 is the concentration of 4-Chlorophenol at time t = 0.

Fig. 11
figure 11

a Determining the order and kinetic rate constant, b Ea values for heterogeneous Fenton oxidations

This indicates that the number of active sites available in α-Fe2O3/SiO2 and the concentration of OH are the main determinants of the degree of heterogeneous Fenton reaction of organics in wastewater. At various levels of temperature, the rate constants for the oxidation of wastewater were ascertained and utilized for the calculation of the activation energy using the Arrhenius equation. Then, the activation energy (Ea) is measured from Fig. 11b at 5.05 kJ/mol.

Thermodynamic studies

By application of the classical Van't Hoff equation for the heterogeneous Fenton reactions, the thermodynamic factors including a variation in entropy (ΔS), variation in enthalpy (ΔH), and variation in Gibbs free energy (ΔG) were measured. The increased spontaneity of the reaction, such as a tendency to enter into a solution, was indicated by the positive value of ΔS. In order to diagnose the nature of the reaction, either exothermic or endothermic, ΔH is utilized (Gupta et al. 2009b, a). The negative sign of ΔG implies the randomness of the oxidation reaction. The variations in enthalpy and entropy are relevant to the equilibrium constant by the resulting expression (Eq. 20):

$${\mathrm{lnK}}_{\mathrm{e}}=\frac{\Delta \mathrm{S}}{\mathrm{R}}-\frac{\Delta \mathrm{H}}{\mathrm{RT}}$$
(20)

where the ΔS and ΔH values were attained from the intercept and slope of the plot (ln Ke vs. 1/T) and Ke is the reaction equilibrium constant (Gupta et al. 2011b, a). Table 6 demonstrates the thermodynamic factors. The positive value of ΔS implies spontaneity at the solid-solution interface. The positive value of ΔH implies that the oxidation reaction was inherently endothermic and it might be considered chemical oxidation. Moreover, the variation in reaction ΔG was highly correlated with values of ΔH and ΔS as presented in the following equation (Eq. 21):

Table 6 Thermodynamic characteristics of heterogeneous Fenton (with α-Fe2O3/SiO2) in the removal of CP
$$\Delta \mathrm{G}=\Delta \mathrm{H}-\mathrm{T}\Delta \mathrm{S}$$
(21)

For heterogeneous Fenton reactions, the ΔS and ΔH values were 35.13 J/mol K and 5.95 kJ/mol, respectively. These values indicate that α-Fe2O3/SiO2 has reduced the ΔH value in heterogeneous Fenton oxidation. The low ΔS value of the heterogeneous Fenton reaction can be attributed to the surface condensation of molecules; as a result, the ΔH value was reduced, too. The presence of active energy sites in α-Fe2O3/SiO2 can be the reason for the reduction in of ΔH value. The presence of active energy sites can be proved from the presence of free electrons in catalysts determined by ESR spectroscopy which results from the cleavage of C–C bonds in the network structure of the carbon matrix (Karthikeyan et al. 2011). The generation of OH and sustainable reaction can be feasible only when the electron was abstracted from the hydroxides produced due to the Fenton reaction.

Conclusion

In this research, the FFD design was employed to investigate the removal of chlorophenol in synthetic wastewater by α-Fe2O3/SiO2 as a synthesized catalyst in heterogeneous Fenton reactions. The synthesized α-Fe2O3/SiO2 was characterized by the SEM, FTIR, and XRD methods. The influence of three critical factors including time, the mass ratio of H2O2 to chlorophenol, and the amount of catalyst on the removal of CP has been studied. The optimal conditions anticipated by the fitted model were as the following: time = 30 min, the mass ratio of H2O2 to chlorophenol = 4.96, and catalyst dosage = 4.5 gr L−1. The maximum efficiency in the experimental and predicted CP removal were 98.9 and 97.71%, respectively. The ANOVA results demonstrated an acceptable pseudo-second-order reaction kinetic model for the removal of CP. The high determination coefficient quantities (R2 = 0.9956, Predicted R2 = 0.9895, and Adjusted R2 = 0.9933) validated the reliability of the model. To interpret the effect of each parameter besides their interactions on each other, the counter and the three-dimensional plots were used. The mechanism of catalyst in the degradation of CP was described. The kinetic study indicated that the degradation of CP followed a second-order model with rate constants in the range of 0.00421–0.00507 (L mg−1 min−1). The thermodynamic and kinetic parameters including ΔH˚, ΔG˚, Ea, and ΔS˚ were achieved in the range of 5.95 kJ mol−1, − 4.343 to − 5.396 kJ mol−1, 5.05 kJ mol−1, and 35.13 J mol−1 k−1, respectively. The thermodynamic studies showed that the treatment process is highly endothermic and spontaneous. The results showed that the heterogeneous Fenton using α-Fe2O3/SiO2 catalyst is a promising and effective solution for the removal of chlorophenol.