# Degradation of Diclofenac in Water Using the O3/UV/S2O8 Advanced Oxidation Process

AUTHORS

Fatemeh Jabbari 1 , Akbar Eslami 2 , * , Jahanbakhsh Mahmoudian 3

1 Department of Environmental Health Engineering, School of Public Health and Safety, Shahid Beheshti University of Medical Sciences, Tehran, Iran

2 Environmental and Occupational Hazards Control Research Center, Shahid Beheshti University of Medical Sciences, Tehran, Iran

3 Department of Environment and Energy, Science and Research Branch, Islamic Azad University, Tehran, Iran

How to Cite: Jabbari F, Eslami A, Mahmoudian J. Degradation of Diclofenac in Water Using the O3/UV/S2O8 Advanced Oxidation Process, Health Scope. Online ahead of Print ; 9(2):e99436. doi: 10.5812/jhealthscope.99436.

ARTICLE INFORMATION

Health Scope: 9 (2); e99436
Published Online: May 12, 2020
Article Type: Research Article
Revised: February 22, 2020
Accepted: March 3, 2020
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### Abstract

Diclofenac (DCF) is among the compounds that are highly resistant to biological degradation processes and have low removal efficiency in wastewater treatment plants. In the current study, DCF removal was examined by using the O3/UV/S2O8 process. All experiments were carried out in a 2-liter lab-scale semi-continuous reactor. DCF concentration was measured by HPLC analytical method. The study began with the optimization of pH, and the effects of other operating parameters, including pH, ozone concentrations, drug, persulfate, and natural organic matter (Humic acid) on the degradation were investigated. The mineralization of diclofenac was also investigated. The results showed the removal efficiency of 89% and a persulfate concentration of 200 mg/L, pH = 6, DCF = 8 mg/L, and reaction periods 30 min in the O3/UV/S2O8 process. Humic acid was selected as a scavenging compound, which decreased the removal DCF rate from 89% to 76%. So, sulfate radical-based technologies show promising results for the removal of these particular pharmaceuticals from the wastewater treatment plant.

Keywords

Copyright © 2020, Author(s). This is an open-access article distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/) which permits copy and redistribute the material just in noncommercial usages, provided the original work is properly cited.

### 1. Background

Pharmaceutical residues are potential pollution of the environment (1, 2) and food chain (3) even at low concentrations. Therefore, they are a great threat to human health. The higher their accumulation in the environment, the higher the threat will be. These compounds are highly resistant to biological degradation processes (4), but even if they be degraded, they still can create adverse effects (5-7).

Diclofenac (DCF), which is a common pain tranquilizer, is one of the most important drug compounds that uses as a non-steroidal anti-inflammatory drug (NSAID) (8). In Table 1 and Figure 1, the physical/chemical properties of DCF are shown. DCF compounds excrete or metabolite into the environment. DCF is an emerging pollutant to the ecosystem (9, 10). Excreted DCF to the environment is a health threat and causes chronic toxic effects (9, 11, 12). Recently, it is reported by environmental quality standards (EQS) that the annual average of DCF in freshwater and marine waters is equal to 0.1 µg.L-1 and 0.01 µg.L-1, respectively (9). Removal of medicine compounds from water resources is of critical importance, and applying control measures is necessary (13, 14). It is widely reported that pharmaceutical residues biodegradation is too slow, and the efficiency of wastewater treatment plants is too low (15, 16). Therefore, in order to complete the purification process, complementary purification methods (e.g., advanced oxidation method, which is used in the current study), are needed.

Table 1. Physical-Chemical Properties of the Sodium Diclofenac Researched
Diclofenac
Chemical formulaC14H10Cl2NNaO2
Molecular weight, g/mol318.13
Log Kow4.51
PKa4.3
Solubility in water, mg/L (at 25°C)2.37

Equation 1.

Shi et al. (37) demonstrated that the heat-activated persulfate could effectively remove DCF from aqueous. Also, the UV/PS process can be considered as a highly efficient procedure for several contaminants. Al Hakim et al. (38) showed that the theophylline (TP) could not be efficiently degraded by the use of photolysis phenomenon or UV254 alone, while the use of UV along with PS (UV/PS) (PS = 0.25 mM totally degraded TP = 10 mg.L-1 within 20 min), which follows a pseudo-first order reaction, increased the efficiency of the TP degradation than when UV was used alone.

A study conducted by Amasha et al. (39) revealed that the ketoprofen degradation can be performed using the most common PS activation techniques, including thermal, UV, and chemical activation. The authors concluded that UV/PS systems are the most economical efficient process for the removal of ketoprofen. Furthermore, Lu et al. (40) examined the influence of various parameters (such as different doses of PS and solution pH and natural organic matter (NOM)). They showed that compared to UV irradiation and PS oxidation alone, the UV/PS process can have the highest DCF degradation and is appropriate for removing the toxicity (40).

### 2. Objectives

Because few studies are conducted on removal of DCF from the aquatic environment using the O3/UV/S2O8 process and because extensive use of DCF in pharmaceutical compounds has resulted in pollution of the water and environment, the current study aims to investigate the potential effectiveness of combinatory use of two oxidants in the removal of DCF from aqueous. Furthermore, variation of oxidant concentration, and DCF removal mechanism are studied by ozone and ammonium persulfate [(NH4)2S2O8] activated UV in a semi-continuous reactor. The mineralization of diclofenac is also investigated.

### 3. Methods

The current experimental study is carried out at a laboratory scale in the laboratory of Shahid Beheshti University of Medical Sciences.

#### 3.1. Chemicals

Diclofenac (97% purity), Na-salt, and humic acid (HA) were obtained from Sigma-Aldrich and used as received. Ammonium persulfate and acetic acid (100% purity) were from Merck Company. Methanol and water were of HPLC grade. Solutions were prepared using a Millipore system (Direct-Q model).

#### 3.2. Reactor

Ozone was produced in a two-liter reactor, and oxidation occurred after contact with DCF (Figure 2). The gas phase was removed using gas washing bottles filled with a potassium iodide solution. Dosages of ozone were 0.5 and 2 g/h, and for the produced ozone was 1 g/h. In this system, the ozone output from the reactor was trapped in 2 containers containing 200 mL of KI solution and degraded.

Figure 2. The scheme of integrated systems in the O3/UV/S2O8 process

#### 3.2.1. Experimental Set-Up (System Components)

(1) Pure oxygen capsule, (2) manometer, (3) flow meter, (4) silica gel, (5) ozone generator, (6) pitfall trap, (7) UVlamp, (8) Plexiglas’s reactor, (9 and 10) KI solution is two percent, (11) valve air, (12) sampling, (13) centrifugal pump, (14) pressure valve.

#### 3.3. Procedure

All experiments were carried out in a 2-liter lab-scale semi-continuous reactor. (Figure 2) First, a stock solution of 250 cc DCF was prepared by dissolving 2.57 mg DCF in 250 mL deionized water and 1 cc methanol. Solution was prepared at various concentrations of the drug ranged from 5 to 15 mg/L, pH = 3 to 9 in the presence of persulfate at a concentration range of 20 to 220 mg/L at 10 to 40 minutes with ozone content of 1 g/h and for only ozone 0.5 to 2 g/h. The ozone generator device used in the current study can produce up to 20 g/h of ozone. This ozone generator (SS4 model) with a capacity of 20 g/h was obtained from Shamim Sharif Company in Iran. A high-purity oxygen capsule was supplied as an intake gas for ozone production. The amount of ozone produced by the ozone generator was measured and adjusted using the E2350 method of the standard (41).

After titration, the amount of ozone produced was calculated by using the following equation:

Equation 2.$O3=A+B×N×24T$

A, mL titrant for trap A; B, mL titrant for trap B; N, normality of Na2S2O3; and T, ozonation time, min.

Samples were continuously mixed during the experiments and the remaining concentrations of target and reference compounds were analyzed by HPLC. Experiments were performed with 2 repetitions. A UV lamp was used with 254 nm wavelength and a light intensity of 6 watts. All experiments were performed in 2 replications.

The study began with optimization of pH, then ozone, time, DCF concentration, and persulfate were applied. The study includes optimization of pH, and the effects of other operating parameters including time, ozone concentrations, drug, persulfate, and natural organic matter (humic acid) on the degradation were checked.

#### 3.4. Analytical Procedure

The concentration of DCF was measured by using the HPLC method. Before analysis, filtrations of the solution were done by a Whatman filter with a pore diameter of 0.45 µm. Diclofenac concentrations (5, 8, 10 or 15 mg/L) were detected by employing the HPLC Knauer system. The mobile phase consisted of 30% water HPLC grade with 70% methanol and 1% acetic acid in the case of DCF. A C18 (250 mm × 4.6 mm × 5 µm) column was exerted at a flow-rate of 1 mL/min in the isocratic mode of elution, and a detection wavelength of 276 nm was selected. The oven temperature was 28°C, and the DCF retention time was 15 min. The limits of detection (LODs) and the limits of quantification (LOQs) values were 0.1 mg/mL and 0.06 mg/mL, respectively. Total organic carbon (TOC) was measured using a (TOC-VCSH) TOC analyzer. All experiments were conducted at room temperature.

### 4. Results and Discussion

The effects of several factors on the DCF degradation are investigated in the current study.

#### 4.1. The Effect of pH

Since the concentration and speciation of reactive radical depend on pH, reaction pH is a critical parameter for DCF degradation (36). As well, pH value of the solution has a substantial effect on ozonation and degradation.

The pH solutions were 3, 5, 6, and 9. The highest percentage of DCF removal was at pH = 6 and 26% to 34% for 10 to 40 minutes, respectively. The higher the pH (pH = 6), the higher would be the amount of •OH formation. As shown in Figure 3A, similarly, Chen et al. (14) reported that TOC removal rates of 23% to 31.6% in sole ozonation increase with pH, which causes the oxidation of generated •OH.

Figure 3. A, Effect of pH (PS = 200 mg/L, DCF = 8 mg/L); B, ozone (pH = 6, DCF = 8 mg/L); C, UV (pH = 6, DCF = 8 mg/L); D, DCF initial concentration (PS = 200 mg/L, pH = 6); E, PS initial concentration; and F, different PS concentration (DCF = 8 mg/L, pH = 6) on the DCF removal.

Nevertheless, when pH increase surpassed a certain level, the degradation efficiency decreased. Maybe it can be attributed to the quencher of •OH.

Normally, decomposition of ozone generates HO2, HO3 O3 radicals. As shown in Equations 3 to 6, the reaction of these radicals can generate •OH radicals and increase their concentration. Consequently, •OH reaction with these radicals can result in the cancellation of radical destruction (14).

Equation 3.
Equation 4.
Equation 5.$H2O2+O3→H2O+O2$
Equation 6.$.OH+.HO2→H2O+O2$

According to the results, reactiveness of DCF is higher at pH = 6. But it should be noted that when increasing the pH up to 6, excessiveness of scavenger may act as prohibitor (42). A similar finding is reported by Lin et al. (43). Shi et al. (37) revealed that DCF removal at pH < 7 is the main cause of •SO4-. In the current study, the optimal initial pH was 6.0.

#### 4.2. The Effect of Ozone

At the beginning of experiments ozone concentrations were 0.5 to 2 g/h. The amount of ozone from the reactor was measured using potassium iodide and titration. As shown in Figure 3B, when only sole-ozone technique was applied, by increasing the ozone concentration, the DCF degradation rate was also increasing. The removal rates of DCF at concentrations of 0.5 to 2 g/h, at 30 min, were 15% to 42.5%, respectively. However, the efficiency of sole-ozonation in DCF removal was disappointing, and degradation was too low. This result is in line with findings of Naddeo et al. (44). Therefore, ozone resistant byproducts remain in the solution (45). This issue can probably be due to the confined oxidation capacity of ozone as an intermediator, for instance, oxalic acid, acetic acid, and formic acid (16). In the current study, the amount of ozone intake was lower than that of other studies. In optimal conditions (30 min, 8 mg concentration, and inlet ozone dose of 1 gr/h), ozone consumption and efficiency were 72.3 O3mg and 33%, respectively. Because of economic considerations, the time of the reaction and the amount of ozone have been reduced.

#### 4.3. The Effect of UV

The results show that DCF degradation decreases with UV irradiation alone, and the removal of DCF (13% within 60 min) is achieved (Figure 3C). Using UV alone is more likely to eliminate the chemical bond of organic pollutants and lower efficiency in drug degradation; it is better to combine it with other oxidants such as PS (46). Also, intensity of the UV lamps further enhances its efficiency (47). Lu et al. (40) demonstrated 75% DCF removal after 60 min of irradiation by (UV-254 nm and 75 W) activates persulfate (UV/PS); the intensity of the UV lamps in their study was better than that of the present study (6 w).

#### 4.4. The Effect of DCF Dosage

Various initial concentrations and the degradation pattern of DCF are shown in Figure 3D. As shown in the figure, increasing initial DCF concentration from 5 to 15 mg/L has a small effect on DCF removal, so that after 20 minutes, changes in DCF removal are negligible. It has been discussed that the reaction between DCF molecules and reactive species in steady status decreases. In addition, higher concentrations of DCF may suggest a higher scavenging effect, as a result, the concentration of sulfate radical decreases (48). Additionally, maybe it can be attributed to the formation of organic by-products‎ (44). These results are in agreement with that of other studies (44, 48, 49).

#### 4.5. The Effect of PS Dosage and O3/UV/S2O8 Process

As shown in Figure 3, sole O3 or UV can remove DCF (33% removal at 30 min and 13% at 60 min). The O3/UV/S2O8 process was utilized to achieve a higher removal rate. The primary PS concentration in the O3/UV/S2O8 process is significant, which affects the degradation efficiency of intended organic pollutants (36). As shown in the (Figure 3E), increasing time and PS concentration, increases the efficiency of DCF removal (30 min, at concentrations of 20 to 220 mg/L, DCF removal of 34% to 91% and PS = 200 mg/L, reaction periods of 10 to 40, DCF removal of 59% to 91%). The degradation process was carried out for 10 - 40 min. As shown in Figure 3F, the DCF removal efficiency was increased from 10 to 30 and a slight increase can be observed in removal efficiency at 40 min. The best degradation efficiencies were obtained (PS = 200 mg/L) for the reaction period of 30 min.

Based on the O3/UV/S2O8 process, when the PS dosage increased from 200 to 220 mg/L, the removal efficiency rate was insignificant (Figure 3F). Moreover, the effects of excess PS concentration on reducing removal efficiency are examined by several similar studies. Reactions of sulfate radicals, alternatively reaction of the radicals with the contaminant, and high PS concentration would be according to Equation 7. It was due to the generation of less reactive •S2O8- when the •SO4 functions as a scavenger. The process is as follows (7, 50, 51):

Equation 7.
Equation 8.

Similar results are reported by the Shi et al. (37); their results showed that the elimination of DCF enhances with the increase of initial persulfate dosage. Furthermore, Lu et al. (40) reported 85% removal of DCF in 60 min using the UV/PS process.

#### 4.6. Reaction Kinetic of DCF Removal

As shown in Figures 4A and B, the DCF degradation rates of the first and second orders were k1 = 6.1 × 10-2, R2 = 0.95 and k2 = 3.3 × 10-2, R2 = 0.97, respectively. The correlation coefficient R kinetic equations of the first and second order kinetic equations were close, but k1 was higher than k2. Therefore, the kinetics of the first-order reaction was selected. Similarly, degradation of the ozonation rate was in line with the results of Naddeo et al. study (44). Also, Lu et al. (40) showed that the degradation of DCF by the UV/PS followed the pseudo first order kinetics and R2 = 0.95.

Figure 4. A, First order; and B, second order reaction kinetic of DCF removal, PS = 200 mg/L, pH = 6, DCF = 8 mg/L, O3 = 1 g/h.

As shown in Figure 4A, the velocity of the DCF reduces the response time function.

#### 4.7. Mineralization of DCF and the Effect of NOM

Another part of the study was the mineralization of DCF by O3/UV/S2O8. Nearly 19% of TOC was removed in 30 min. Therefore, the perfect removal of TOC was not achieved. Considering the reaction rate and amount of mineralization, to achieve higher levels of mineralization the time period should be increased. Also, to get the best results, followed by this reactor, the use of biological reactors for biodegradable organic and inorganic hybrid efficiency is recommended (52). Findings of a study conducted by Lu et al. (40) revealed that, even with 180 min UV/PS treatment, DCF mineralization (32% TOC removal) is limit; the reaction time in their study was much higher than that of the current study.

Humic acid, also, was selected as a scavenging compound in DCF degradation in O3/UV/S2O8 process. When (5 - 20 mg/L) HA was added, the removal rates of DCF diminished from 89% to 87% and 76%, respectively. The negative impacts of HA on the DCF degradation is shown in Figure 5. The removal of DCF was notably inhibited in the presence of HA. Therefore, it can function as a main scavenger of •HO in the reaction system. This issue is addressed by several studies (36, 48, 49, 53). It can be said that the •HA has a strong absorption for UV photons and can reduce the production of •SO4-. Therefore, the reaction between PS and UV photon also decreases (40).

Figure 5. Effect of humic acid on degradation of DCF in the O3/UV/S2O8 process: pH = 6.0, DCF = 8 mg/L, O3 = 1 g/h, PS = 200 mg/L, Time = 10 - 40 min.

### 5. Conclusions

Combining O3/UV/S2O8 processes increases the efficiency of DCF removal compared to sole use of these processes. The O3/UV/S2O8 processes can efficiently reduce pharmaceutical compounds; this process enhances the DCF degradation rate through generation of OH and S2O8 radicals.

Initial pH solution, initial DCF and PS and ozone concentration influence the DCF degradation. Sulfate radical-based technologies show promising results for the removal of these particular pharmaceuticals from wastewater treatment plant effluents, mainly because of the higher selectivity of sulfate radical anion over hydroxyl radical, limiting radical scavenging by natural organic matter and allowing for higher abatement and mineralization rates.

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