Abstract
Fluoranthene (FLT) has received mounting focus due to its hazardous properties and frequent occurrence in groundwater. In this study, sulfidated nano zero-valent iron (S-nZVI) was selected as an efficient catalyst for activating persulfate (PS) to degrade FLT. The effects of reagent doses, various water conditions (pH, anions, and humic acid), and the presence of surfactants on FLT degradation were investigated. Radical probe experiments, electron paramagnetic resonance (EPR) spectrum detection, and scavenging tests were performed to identify the major reactive oxygen species (ROS) in the system. The results showed that in the PS/S-nZVI system, 96.2% of FLT was removed within 120 min at the optimal dose of PS = 0.07 mM and S-nZVI = 0.0072 g L−1. S(-II) in the S-nZVI surface layer promoted Fe(II) regeneration. Furthermore, HO• and SO4−• were identified as the main contributors to FLT degradation. The intermediates of FLT degradation were detected by gas chromatograph-mass spectrometry (GC-MS) and a possible FLT degradation pathway was proposed. Finally, the effective degradation of two other common polycyclic aromatic hydrocarbons (PAHs) (naphthalene and phenanthrene) demonstrated the broad-spectrum reactivity of the PS/S-nZVI process. In conclusion, these findings strongly demonstrate that the PS/S-nZVI process is a promising alternative for the remediation of PAH-contaminated groundwater.
HIGHLIGHTS
HO• and SO4−• were the primary ROS in the PS/S-nZVI system for FLT degradation.
The possible degradation pathway of FLT was proposed.
The S(-II) enhancement mechanism was fully described.
Efficient FLT degradation in actual groundwater was achieved.
The broad-spectrum reactivity of the PS/S-nZVI system was investigated for other PAHs removal.
INTRODUCTION
Polycyclic aromatic hydrocarbons (PAHs) are a type of persistent organic pollutants that have caused widespread harm due to their toxicity and difficulty in natural degradation (Liu et al. 2021; Samrendra et al. 2023). The poor degradability of PAHs originating from inadequate combustion of fossil fuels and biomass is mainly attributed to their composition of at least two linear or aggregated fused aromatic rings (Mojiri et al. 2019). Fluoranthene (FLT), as a representative pollutant of PAHs with three benzene rings and a central five-membered ring, is detected frequently in contaminated groundwater. FLT is one of the 16 PAHs that is listed as priority pollutants by the United States Environmental Protection Agency. Hence, it is essential to develop technologies to remediate FLT-contaminated groundwater and soil.
Although S-nZVI is known to have been used in AOPs, FLT degradation in PS oxidation activated by S-nZVI as a catalyst has not been reported yet. In addition, the FLT degradation mechanism in the PS/S-nZVI system needs to be clarified to prevent the potential of secondary pollution. Therefore, this work was conducted to (1) examine FLT degradation efficiency in the PS/S-nZVI system and confirm the influence of chemical dosages on FLT degradation; (2) reveal the influence of water matrix on FLT removal; (3) elucidate the primary ROS in the PS/S-nZVI system and the activation mechanism for FLT degradation; (4) evaluate the practical performance of the PS/S-nZVI system for FLT removal in actual groundwater; (5) investigate the broad-spectrum reactivity of the system for other PAHs degradation; and finally, (6) propose the possible FLT degradation pathway in the PS/S-nZVI system.
MATERIALS AND METHODS
Materials and analytical methods
Details of the used materials and analytical methods in this research can be found in Text S1 and S2. Actual groundwater used in this test was obtained from a well screened 15-m-deep below the surface in Songjiang (Shanghai, China) with the main characteristics as shown in Table S3.
Experimental procedures
Batch experiments for FLT degradation in aqueous solution were conducted in a 250 mL cylindrical glass reactor with a magnetic stirring bar in it to ensure even distribution of all reagents throughout the reaction (600 rpm). The initial solution pH was not adjusted unless otherwise stated. All tests were maintained at a constant temperature of 20 ± 0.5 °C by a thermostatic water bath (DC, Ningbo, China).
The FLT concentration was set at 0.001 mM (0.2 mg L−1) according to the reports and the US Environmental Protection Agency (EPA) DSSTox database (Ogbuagu et al. 2011). The pre-determined doses of S-nZVI and PS were added to the reactor containing 250 mL 0.001 mM FLT solution to start the reaction process, and the FLT concentration was set according to the solubility of FLT (0.26 mg L−1). The amount of 0.7 mL sample was taken from the reactor and mixed with 0.7 mL methanol to terminate the reaction and then filtered for high-performance liquid chromatography (HPLC) analysis. The initial solution pH was adjusted by 0.1 M NaOH or 0.1 M H2SO4 in the experiment when investigating the effect of pH on FLT degradation.
In scavenging tests, scavengers were added to the reactor containing FLT solution before PS and S-nZVI addition. Experiments regarding the effects of groundwater matrix were carried out by initially adding NaHCO3, NaCl, NaNO3, Na3PO4, or humic acid (HA) into the reactor containing FLT solution, followed by the addition of other chemicals. Surfactants (triton X (TX-100), sodium dodecyl sulfate (SDS), polyoxyethylene lauryl ether (Brij-35), or TW-80) were added first, followed by other reagents in experiments when exploring the influence of surfactants on FLT removal. All tests were conducted at least in triplicate and the mean values were reported.
RESULTS AND DISCUSSION
Effect of chemical doses on FLT degradation
Second, the dose of S-nZVI was varied to investigate its effect on FLT degradation while PS concentration was set at 0.07 mM. As shown in Figure 1(b), only 20% FLT was degraded when only PS was added, demonstrating that the reaction of PS alone with FLT was very slow. However, FLT degradation increased to 69.9 and 96.2% as S-nZVI was increased to 0.0024 and 0.0072 g L−1, respectively. When the S-nZVI dose was further raised to 0.0144 g L−1, FLT degradation slightly decreased, showing that FLT degradation would not rise indefinitely with the increase in S-nZVI dose. This behavior could be caused by the reaction between the generated ROS and S-nZVI, and ROS became depleted when S-nZVI was in excess. Therefore, the following experiments were conducted at the optimal dosage conditions for PS and S-nZVI, which were set at 0.07 mM and 0.0072 g L−1, respectively.
As presented in Fig. S1a, the maximum total Fe concentration during the reaction was less than 0.012 mM (0.67 mg L−1), and the concentration of total Fe in the standard for groundwater quality (IV Class, GB/T 14848-2017 China) is 2.0 mg L−1, suggesting that the Fe ion concentration generated in the experiment meets the standard for groundwater quality (IV Class, GB/T 14848-2017 China). The concentration during the reaction was identified (Fig. S1b), and the maximum was 7.68 mg L−1, while the concentration of in the standard for groundwater quality (IV Class, GB/T 14848-2017 China) was 350 mg L−1, indicating that the concentration generated in the experiment also meets the standard for groundwater quality (IV Class, GB/T 14848-2017 China).
Mechanisms of FLT degradation in PS/S-nZVI system
Characterization of S-nZVI
ROS identification
According to the reports, several ROS are generated in the system with PS as an oxidant and may also be produced in the PS/S-nZVI system (Yu et al. 2018). Thus, three probe compounds, namely nitrobenzene (NB), carbon tetrachloride (CT), and anisole (AN), were used to identify ROS generated in the PS/S-nZVI system. Information about the probe compounds is listed in Text S3. All three compounds showed varying degrees of degradation as shown in Fig. S4, which demonstrated the presence of HO•, , and in the PS/S-nZVI system. Since there was no suitable 1O2 probe, an electron paramagnetic resonance (EPR) test was conducted to confirm the presence of 1O2 (Entradas et al. 2020).
Moreover, scavenging experiments were carried out to confirm the extent of the influence of ROS on FLT degradation. Four scavengers, namely tert-butyl alcohol (TBA), isopropanol (IPA), chloroform (CF), and furfuryl alcohol (FFA), were used in these tests and their characteristics are listed in Text S3. As shown in Figure 5(c), FLT degradation decreased from 96.2 to 68.4% when TBA (a scavenger of HO•) was added, indicating the important role of HO• in FLT removal. In addition, FLT degradation was severely suppressed with the addition of excess IPA (scavenger of HO• and ), confirming that also had a significant contribution to FLT degradation. Compared with the inhibition by TBA, FLT degradation was around 20% with the addition of FFA (HO• and 1O2 scavenger), which demonstrated the indelible contribution of 1O2 to FLT degradation as well. Since CF scavenged from the solution, the addition of CF prevented from reacting with HO•, ultimately facilitating the removal of FLT. It is worth noting that FLT degradation did not change significantly after the addition of CF, indicating that hardly contributed to FLT degradation in the PS/S-nZVI system.
In conclusion, both HO• and were the major ROS in FLT degradation with HO• being more vital than . This was because of the conversion of to HO• (Equation (2)), and some scholars had found that HO• converted from played a greater role than itself (Zhou et al. 2021).
FLT degradation pathway
The gas chromatograph-mass spectrometry (GC-MS) technology was used to identify FLT degradation intermediates in the PS/S-nZVI process. The GC-MS spectrogram, FLT degradation intermediates spectra, and information of the intermediates are shown in Fig. S5, Fig. S6, and Table S4, respectively.
In this study, o-xylene and naphthalene (NAP), two intermediates of FLT degradation, were detected, and the possible degradation pathway of FLT in the PS/S-nZVI system was hypothesized based on the above intermediates (Figure 5(d)). First, FLT was attacked by ROS (position indicated by arrows) to produce o-dimethylbenzene (o-xylene) and NAP. NAP was transformed to 1,4-naphthol by hydroxylation, which subsequently underwent tautomerization to 1,4-naphthoquinone. Then, 1,4-naphthoquinone was further oxidized to other small organic compounds, and finally, partially decomposed to H2O and CO2. In addition, o-xylene and NAP may be partially and directly decomposed to H2O and CO2.
Effect of different water matrix on FLT removal
Effect of the initial solution pH on FLT removal
Experimental conditions . | pH (initial/final) . | FLT removal (%) . |
---|---|---|
PS = 0.07 mM, [S-nZVI] = 0.072 g L−1, pH unadjusted | 5.85/4.52 | 96.2 |
pH = 3.0 | 3.04/3.01 | 96.7 |
pH = 5.0 | 4.96/4.25 | 96.8 |
pH = 7.0 | 7.07/6.01 | 48.2 |
pH = 9.0 | 8.99/6.51 | 18.5 |
pH = 11.0 | 10.98/10.94 | 7.0 |
aPS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 7.76/7.85 | 2.1 |
aPS = 0.42 mM, [S-nZVI] = 0.432 g L−1 | 7.95/7.90 | 6.4 |
aPS = 0.21 mM, [S-nZVI] = 0.216 g L−1 | 7.78/7.84 | 5.1 |
aPS = 0.35 mM, [S-nZVI] = 0.360 g L−1 | 7.76/7.76 | 6.8 |
aPS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 4.01/3.97 | 16.1 |
bpH = 4.0 | ||
aPS = 0.21 mM, [S-nZVI] = 0.216 g L−1 | 4.05/3.55 | 33.9 |
bpH = 4.0 | ||
aPS = 0.35 mM, [S-nZVI] = 0.360 g L−1 | 3.98/3.54 | 79.4 |
bpH = 4.0 | ||
aPS = 0.42 mM, [S-nZVI] = 0.432 g L−1 | 4.06/3.41 | 86.4 |
bpH = 4.0 |
Experimental conditions . | pH (initial/final) . | FLT removal (%) . |
---|---|---|
PS = 0.07 mM, [S-nZVI] = 0.072 g L−1, pH unadjusted | 5.85/4.52 | 96.2 |
pH = 3.0 | 3.04/3.01 | 96.7 |
pH = 5.0 | 4.96/4.25 | 96.8 |
pH = 7.0 | 7.07/6.01 | 48.2 |
pH = 9.0 | 8.99/6.51 | 18.5 |
pH = 11.0 | 10.98/10.94 | 7.0 |
aPS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 7.76/7.85 | 2.1 |
aPS = 0.42 mM, [S-nZVI] = 0.432 g L−1 | 7.95/7.90 | 6.4 |
aPS = 0.21 mM, [S-nZVI] = 0.216 g L−1 | 7.78/7.84 | 5.1 |
aPS = 0.35 mM, [S-nZVI] = 0.360 g L−1 | 7.76/7.76 | 6.8 |
aPS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 4.01/3.97 | 16.1 |
bpH = 4.0 | ||
aPS = 0.21 mM, [S-nZVI] = 0.216 g L−1 | 4.05/3.55 | 33.9 |
bpH = 4.0 | ||
aPS = 0.35 mM, [S-nZVI] = 0.360 g L−1 | 3.98/3.54 | 79.4 |
bpH = 4.0 | ||
aPS = 0.42 mM, [S-nZVI] = 0.432 g L−1 | 4.06/3.41 | 86.4 |
bpH = 4.0 |
aExperiments were conducted by using actual groundwater.
bpH was pre-adjusted to 4.0.
Effect of anions on FLT degradation
Experimental conditions . | PS/S-nZVI . | pH (initial/final) . | FLT removal (%) . |
---|---|---|---|
Cl− = 1.0 mM | PS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 5.91/4.76 | 97.7 |
Cl− = 10 mM | 5.82/4.26 | 100 | |
Cl− = 50 mM | 5.88/4.06 | 100 | |
= 1.0 mM | 8.16/7.92 | 33.6 | |
= 50 mM | 12.99/12.98 | 0.3 | |
= 1.0 mM | 8.62/8.61 | 8.3 | |
= 10 mM | 8.67/8.66 | 18.8 | |
= 50 mM | 6.18/4.08 | 97.3 | |
= 10 mM | 6.11/4.62 | 90.5 | |
NO3− = 50 mM | 6.15/4.84 | 90.2 | |
= 1.0 mM | 11.13/11.10 | 3.2 | |
= 10 mM | 11.92/11.90 | 2.7 | |
HA = 1.0 mg L−1 | PS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 5.98/4.06 | 100 |
HA = 5.0 mg L−1 | 5.72/4.43 | 90.1 | |
HA = 10 mg L−1 | 5.85/4.32 | 54.6 | |
HA = 50 mg L−1 | 6.48/5.94 | 15.9 | |
HA = 100 mg L−1 | 7.02/6.51 | 4.1 |
Experimental conditions . | PS/S-nZVI . | pH (initial/final) . | FLT removal (%) . |
---|---|---|---|
Cl− = 1.0 mM | PS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 5.91/4.76 | 97.7 |
Cl− = 10 mM | 5.82/4.26 | 100 | |
Cl− = 50 mM | 5.88/4.06 | 100 | |
= 1.0 mM | 8.16/7.92 | 33.6 | |
= 50 mM | 12.99/12.98 | 0.3 | |
= 1.0 mM | 8.62/8.61 | 8.3 | |
= 10 mM | 8.67/8.66 | 18.8 | |
= 50 mM | 6.18/4.08 | 97.3 | |
= 10 mM | 6.11/4.62 | 90.5 | |
NO3− = 50 mM | 6.15/4.84 | 90.2 | |
= 1.0 mM | 11.13/11.10 | 3.2 | |
= 10 mM | 11.92/11.90 | 2.7 | |
HA = 1.0 mg L−1 | PS = 0.07 mM, [S-nZVI] = 0.072 g L−1 | 5.98/4.06 | 100 |
HA = 5.0 mg L−1 | 5.72/4.43 | 90.1 | |
HA = 10 mg L−1 | 5.85/4.32 | 54.6 | |
HA = 50 mg L−1 | 6.48/5.94 | 15.9 | |
HA = 100 mg L−1 | 7.02/6.51 | 4.1 |
The influence of on FLT degradation was insignificant, and the degradation of FLT could reach more than 90% even at 50 mM of . However, both and significantly inhibited FLT degradation. The reasons were as follows:
- (1)
Both and could dramatically increase the initial solution pH, which had an inhibitory effect on FLT degradation.
- (2)
and could generate basic buffer pairs, such as / and /, which could fail to keep FLT degradation in the PS/S-nZVI system in an ideal acidic environment (Liu et al. 2021).
- (3)could react with HO• and to form less reactive HCO3• (Equations (22) and (23)) which was not conducive to FLT degradation (Wu & Linden 2010).
In addition, Diao et al. (2020) reported that and had no significant influence on the target pollutant's degradation, in studies using PS as an oxidant for the degradation of organic pollutants. The results of were similar to this experiment. Moreover, the dose of PS was only 0.07 mM, so the amount of produced by the decomposition of PS was not large enough to affect FLT removal.
Effect of HA on FLT removal
Given that HA is an important part of natural organic matter (NOM) which is widely present in groundwater, it is chosen as a representative of NOM to investigate its influence on FLT removal in the PS/S-nZVI process. From Figure 6(c) and Table 2, it can be seen that HA accelerated FLT degradation when the HA concentration was set as 1.0 mg L−1. This result can be explained by the following reasons. HA can complex with Fe(III) to prevent iron precipitation to some extent, while Fe(0), S(-II), and S(0) can act as reductants of Fe(III) to promote the regeneration of Fe(II), which ensures the long-term activation of PS and ultimately raises the concentration of and HO• in the PS/S-nZVI system (Georgi et al. 2007; Wang et al. 2016). What is more, it has been found that 1.0 mg L−1 HA could increase the amount of HO• in AOPs (Sheng & Lyu 2023). However, HA can compete with FLT for HO• since it is an organic substance, and the competition of HA for HO• is dominant in the PS/S-nZVI system at a higher concentration of HA.
Effect of surfactants on FLT removal
Surfactants are widely used because they can increase pollutants’ solubility by reducing surface tension, therefore, desorbing pollutants from soil medium into aqueous solution (Mao et al. 2015). Nevertheless, the presence of surfactants can influence the degradation of contaminants in AOPs. Therefore, the influence of TX-100, SDS, Brij-35, and TW-80 as surfactant representatives on FLT degradation in the PS/S-nZVI system was explored and Table S1 shows their characteristics. Considering the high concentration of surfactant (1.0–20 g L−1) used in practical applications and the limited chemical amount applied in this work, the concentration of different surfactants was set at 1.0 g L−1 in the present experiment (Dugan et al. 2010).
As shown in Figure 6(d), FLT removal was substantially inhibited in the presence of surfactants with the highest degradation being only 31.8% in the presence of SDS. First, surfactants are a kind of organic substance that could compete with FLT for ROS and thus inhibit FLT degradation (García-Cervilla et al. 2021). Similarly, in the research of trichloroethene (TCE) degradation by PS as an oxidant, it was found by EPR that TW-80, TX-100, and Brij-35 could inhibit TCE degradation through HO• depletion (Sun et al. 2021). Second, when the concentration of surfactants was more than the CMC, surfactant micelles were voluntarily generated and encapsulated the FLT molecules in the micelle core, so the ROS needed to disrupt the micelles before reacting with FLT (Wang et al. 2017). Furthermore, SDS and TW-80, currently popular representatives of anionic and nonionic surfactants, were studied for their influences on FLT degradation at different concentrations (Figure 6(d) insert). The results, not surprisingly, showed that FLT removal decreased with increasing surfactant concentration, where TW-80 inhibited more significantly than SDS which was probably because TW-80 has a much smaller CMC than SDS, thus more micelles were generated that required more ROS to disrupt.
FLT degradation in actual groundwater remediation
The broad applicability of PS/S-nZVI process
In actual contaminated groundwater with PAHs, NAP and phenanthrene (PHE) are also usually present along with FLT. Therefore, to further verify the superiority of this technique, NAP and PHE were investigated to demonstrate the broad applicability of the PS/S-nZVI process. The initial concentrations of NAP and PHE were set at 0.02 and 0.005 mM, respectively.
In Figure 7(b), PHE degradation reached 97.2% at the initial chemical doses, while NAP was also degraded up to 86% when the doses doubled. Even at actual groundwater conditions, PHE and NAP were able to be degraded to 94.7 and 86.1%, respectively, after the chemical doses were increased eight folds when the pH was pre-adjusted to 4.0 (Figure 7(b) and 7(c)). This could be due to HO• and produced in the PS/S-nZVI system, which is also effective in PHE and NAP degradation (Yu et al. 2018; Zeng et al. 2022). In conclusion, the above results confirmed that besides FLT, the PS/S-nZVI process could also degrade the other two common PAHs, strongly demonstrating its excellence in PAH contaminated groundwater remediation.
The reusability and long-term stability of S-nZVI
S-nZVI was reused three times under the same condition and the results are shown in Fig. S7. The catalytic performance of S-nZVI after three cycles decreased by 58.0%, indicating that S-nZVI exhibited some reusable properties to some extent. Besides, XRD analysis of the fresh and used S-nZVI showed that the initial crystal structure of S-nZVI was preserved, which further confirmed its certain structural stability (Fig. S2). Therefore, S-nZVI has a certain stability and reusability, which is favorable for practical applications.
CONCLUSIONS
In this work, 96.3% of FLT could be removed within 120 min in the PS/S-nZVI system when the doses of PS and S-nZVI were 0.07 mM and 0.0072 g L−1, respectively. HO• and were the critical ROS in FLT degradation in the PS/S-nZVI system. S-nZVI could effectively accelerate the Fe(II)/Fe(III) cycle, in which sulfur species acted as a reductant to some extent. FLT removal in the PS/S-nZVI system was favorable under acidic conditions, and , , and surfactants inhibited the degradation of FLT. Cl− slightly promoted FLT degradation while had no significant effect on it. FLT degradation could be accelerated at 1.0 mg L−1 HA presence but inhibited when the HA concentration increased. Based on the detected intermediates o-xylene and NAP, a degradation pathway for FLT was proposed. By pre-adjusting the solution pH to 4.0 and increasing the chemical doses to 6-fold the original one, the PS/S-nZVI process was able to degrade 86.4% of FLT in actual groundwater. Finally, the PS/S-nZVI process also showed an outstanding performance in the removal of NAP and PHE, displaying a great prospect of this technique in the remediation of PAHs-contaminated groundwater.
ACKNOWLEDGEMENTS
We are sincerely grateful to the reviewers and the editor for their useful comments that have helped us to improve the quality of our study.
AUTHOR CONTRIBUTIONS
All authors contributed to the study's conception and design. R. Z., Y. Z., and J. D. wrote the main manuscript text. Z. Y. and G. Z. prepared all the figures. X. S. and Z. X. prepared all the tables. S. L. was responsible for validation and supervision. All authors reviewed the manuscript. All authors read and approved the final manuscript.
FUNDING
This study was financially sponsored by the Shanghai Rising-Star Program (No. 22QB1401700).
CONSENT TO PARTICIPATE
All authors mentioned in this paper agreed to participate in this study.
CONSENT FOR PUBLICATION
If the manuscript is accepted, the authors mentioned in this study agree to publish the paper.
DATA AVAILABILITY STATEMENT
All relevant data are included in the paper or its Supplementary Information.
CONFLICT OF INTEREST
The authors declare there is no conflict.