Aleksey N. 
            Pisarenko
          
        
      *ad, 
      
        
          
            Erica J. 
            Marti
          
        
      ab, 
      
        
          
            Daniel 
            Gerrity
          
        
      b, 
      
        
          
            Julie R. 
            Peller
          
        
      c and 
      
        
          
            Eric R. V. 
            Dickenson
          
        
      *a
      
aWater Quality Research and Development Division, Southern Nevada Water Authority, Henderson, Nevada 89015, USA. E-mail: eric.dickenson@snwa.com
      
bDepartment of Civil and Environmental Engineering and Construction, University of Nevada, Las Vegas, Las Vegas, Nevada 89154, USA
      
cDepartment of Chemical Sciences, Geosciences, and Biosciences, Valparaiso University, Valparaiso, Indiana 46383, USA
      
dTrussell Technologies, Inc., San Diego, California 92075, USA. E-mail: aleksp@trusselltech.com
    
First published on 13th May 2015
        N-Nitrosamines—toxic disinfection byproducts commonly associated with chloramination—have recently been shown to increase after ozonation of some surface waters and treated wastewaters. In addition to five nitrosamines, two perfluoroalkyl acids (PFAAs) are included in the most recent U.S. EPA Contaminant Candidate List due to potential public health risks. In this manuscript, the potential roles of molecular ozone (O3) and hydroxyl radical (˙OH) were investigated in the formation of N-nitrosamines and PFAAs in treated wastewaters. The results herein are based on controlled bench-scale experiments designed to isolate the effects of O3 with the use of t-butanol as a ˙OH scavenger. Nitrous oxide gas saturated samples were exposed to gamma radiation to isolate the effects of ˙OH, and para-chlorobenzoic acid was used to assess ˙OH exposure. This study found that the presence of molecular ozone versus the hydroxyl radical promoted N-nitrosodimethylamine (NDMA) formation. Six other N-nitrosamines showed very little or no formation upon the ozonation of six treated wastewaters up to an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 1.0. For PFAAs, perfluorohexanoic acid (PFHxA) formed the highest and most consistently upon ozonation (up to an O3
TOC ratio of 1.0. For PFAAs, perfluorohexanoic acid (PFHxA) formed the highest and most consistently upon ozonation (up to an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 2.0) of the same six treated wastewaters. Presence of molecular ozone (more so than hydroxyl radical), appears to promote the formation of PFHxA and perfluorobutane sulfonic acid (PFBS). The effect of pH in the range of 6–8 upon the formation of NDMA and PFAAs was found to be minimal. These findings provide new understanding of the formation of oxidation byproducts during ozonation of reclaimed wastewaters. Depending on future regulatory determinations, NDMA and a few PFAAs could be of concern for potable reuse treatment systems that employ ozone.
TOC ratio of 2.0) of the same six treated wastewaters. Presence of molecular ozone (more so than hydroxyl radical), appears to promote the formation of PFHxA and perfluorobutane sulfonic acid (PFBS). The effect of pH in the range of 6–8 upon the formation of NDMA and PFAAs was found to be minimal. These findings provide new understanding of the formation of oxidation byproducts during ozonation of reclaimed wastewaters. Depending on future regulatory determinations, NDMA and a few PFAAs could be of concern for potable reuse treatment systems that employ ozone.
| Water impactN-Nitrosamines—toxic disinfection byproducts—have recently been shown to increase after ozonation of some surface waters and treated wastewaters. Five nitrosamines and two perfluoroalkyl acids (PFAAs) are included in the most recent U.S. EPA Contaminant Candidate List due to potential public health risks. Ozone is a powerful disinfectant and chemical oxidizer and is gaining use in potable and water reuse treatment facilities. Despite ozone's advantages for water treatment, the potential to form nitrosamines and perfluoroalkyl acids is still poorly understood. This study performed experiments to isolate the effects of molecular ozone and hydroxyl radical to gain better understanding of the formation of nitrosamines and PFAAs during ozonation. | 
Human epidemiological studies have suggested some adverse health impacts resulting from exposure of PFAAs, including reports from the C8 Science Panel that link perfluorooctanoic acid (PFOA) to testicular and kidney cancer, as well as demonstrating an association between exposure to particular PFAAs (PFOA, perfluorooctane sulfonic acid (PFOS), and perfluorononanoic acid (PFNA)) and thyroid disease in children.7,8 The health impacts and the persistence of these chemicals led the 2010/2015 PFOA Stewardship Program to call for phasing out PFOA by 2015.9
A majority of nitrosamine research has focused on its formation from chloramination. However, formation with ozone has also been shown in full-scale and pilot-scale wastewater treatment.10–15 Nitrosamine formation during ozonation is generally limited to NDMA at relatively low concentrations (<25 ng L−1), but there are water matrices in which NDMA formation can exceed 100 ng L−1.14,15 There is a lack of information of PFAA formation during the ozonation of wastewaters. Given its efficacy in oxidizing a wide variety of trace organic contaminants16–19 and inactivating disinfectant-resistant microorganisms,20–24 ozone is becoming increasingly popular in water reuse applications. Unfortunately, conventional treatment processes are generally ineffective in reducing the concentrations of nitrosamines and PFAAs once they are present. Therefore, a greater understanding of formation during water and wastewater treatment is critical for minimizing human exposure to these contaminants via drinking water and the spread of these contaminants into the environment.
Some insight on ozone-reactive precursors has been gained in recent years, but there is still a gap in understanding the formation pathways.25–27 During ozonation of wastewaters, both molecular ozone and hydroxyl radicals are present. Previous research suggests hydroxyl radicals can either promote28 or reduce NDMA formation through reactions that lead to secondary amines and aldehydes.29 Hydroxyl radical scavenging with t-butanol (tBA) resulted in no change in NDMA formation during ozonation of river water; however, formation solely due to hydroxyl radicals was not investigated.30 One study found that dimethylamine (DMA), a low yield precursor, can result in substantially higher levels of NDMA upon ozonation at increasing pH from 6.5 to 10.5 in deionized water and groundwater,28 but there is no similar work for the impact of pH on NDMA formation in a wastewater matrix. These findings raise the concern of using ozone in potable reuse applications of reclaimed wastewaters that contain precursors such as DMA.
PFAAs are environmentally-persistent anthropogenic chemicals which have been found throughout the world, including remote regions such as the Arctic.31 Major uses for PFAAs are as surfactants, processing additives during fluoropolymer production, surface coatings for carpet and paper products, fire-fighting foam and electronic-etching baths. Production of some longer chain PFAAs has ceased, but, in general, PFAAs are still detected in water sources and can even increase in concentration through degradation of longer chain compounds and biodegradation of other fluorinated precursors.32–37 Several studies have shown that ozonation does not decrease PFAAs concentration.38–42 Results from other studies show a slight increase for some PFAAs after ozonation and Advanced Oxidation Process (AOP) experiments.41–43 Precursors present prior to ozone oxidation may generate other PFAAs. For example, indirect photolysis of precursor N-ethyl perfluorooctane sulfonamidoethanol (NEtFOSE) with artificial sunlight and hydroxyl radical can result in the formation of PFOA.44 Ozonation may lead to a similar outcome.
The objectives of this study were to assess which nitrosamines and PFAAs form upon ozonation of various treated wastewaters, to evaluate the potential role of molecular ozone versus hydroxyl radicals in causing the formation, and to characterize the role of pH. This study involved experiments with ozonation and advanced oxidation processes (AOPs), specifically O3/H2O2 and gamma radiolysis, to isolate the effects of ozone and hydroxyl radical on nitrosamine and PFAA formation.
| Abbrev. | State | Secondary/tertiary treatment type | SRT | Sampling dates | 
|---|---|---|---|---|
| Notes: BOD = biological oxygen demand; MBR = membrane bioreactor; SRT = solids retention time. | ||||
| WW1 | NV | Partial nitrification and microfiltration (MBR pilot) | 4–6 days | August 1 and November 5, 2012 | 
| WW2 | NV | Nitrification, denitrification, and microfiltration (MBR pilot) | 10–12 days | January 23, 2013 | 
| WW3 | NV | Nitrification, partial denitrification, biological phosphorus removal | 8–12 days | August 20 and December 4, 2012 | 
| WW4 | CA | BOD removal | 1–2 days | August 6, 2012 | 
| WW5 | GA | Conventional activated sludge | 1–2 days | September 17, 2012 | 
| WW6 | GA | Nitrification, partial denitrification, ultrafiltration | 5–10 days | October 4, 2012 | 
Bulk wastewater was collected from a pilot-scale system (WW1, WW2) operated at distinctly different solids retention times (SRT) and biological conditions (e.g., partial nitrification and nitrification), from a full-scale treatment plant at the same location (WW3), and three other sites (WW4–6). The pilot-scale system (0.032 MGD) consisted of a fine screen, anoxic, anaerobic and aerobic stages, programmable control, and a HYDRAsub® (Hydranautics, Oceanside, CA) membrane bioreactor (MBR) with hollow-fiber, vacuum-type polyvinylidene fluoride (PVDF) membranes with a reinforced core, an outer diameter of 2.8 mm, and a nominal pore size of 0.40 μm. To produce WW1, the MBR pilot was operated such that the SRT was maintained at less than 6 days and hydraulic retention time (HRT) was approximately 4.4 hours. At these conditions, the influent ammonia decreased by approximately 50% in the filtrate. For WW2, the MBR pilot was operated such that SRT was at least 15 days. Although WW2 was not completely nitrified, it had significantly lower ammonia, total nitrogen, and fluorescence. Filtrate for bench-scale experimentation was collected after at least one SRT had elapsed.
WW3 is from a full-scale treatment plant (75 MGD) with primary clarification, biological phosphorus removal, and chlorination. The facility achieves nitrification and partial denitrification. Grab samples were collected from the secondary effluent before chlorination. WW4 was from a treatment plant (350 MGD) targeting only the removal of biochemical oxygen demand (BOD) (i.e., no nitrification or denitrification). Grab samples of secondary effluent were collected over several hours starting in the morning until early afternoon to simulate a composite sample; 24-hour composite sampling was not available. For WW5, 95% of the influent flow (total organic carbon (TOC) of 120 mg C L−1) is composed of industrial discharge from a denim plant. The 5.5-MGD treatment train includes preliminary treatment (aeration and adjustment to pH 8 with sulfuric acid), conventional activated sludge (CAS), coagulation, and ozonation (1200–1300 lb d−1) for color removal. Grab samples were collected prior to ozonation. WW6 came from a 42.5-MGD treatment plant achieving nitrification and partial denitrification. The treatment train includes primary clarification, CAS, high pH lime clarification, a split flow filtration step (ultrafiltration or recarbonation and dual-media filtration), pre-ozonation, biological activated carbon, and ozonation for final disinfection. Grab samples were collected before the pre-ozonation step. All collected wastewaters were stored at 4 °C prior to conducting the bench-scale experiments.
Corresponding water quality parameters for the six U.S. wastewaters included in this study are shown in ESI† Table S7. The six wastewaters varied by total organic carbon concentration, total phosphorus, ammonia, and total nitrogen representing a diverse mix of water qualities. The properties of dissolved organic matter also varied among the tested matrices, as indicated by the UV254 absorbance, specific UV254 absorbance (SUVA), total integrated fluorescence, and excitation–emission matrices (EEMs) shown in ESI† Fig. S1.
| Compound | MW (amu) | Precursor ion (m/z) | Product ion (m/z) | MRL (ng L−1) | 
|---|---|---|---|---|
| a Analyzed as diphenylamine. b ()-confirmation product ions; MRL = method reporting limit; MRM = multiple reaction monitoring. | ||||
| NDMA | 74 | 75 | 47 (44, 43, 58)b | 2.5 | 
| NMEA | 88 | 89 | 61 (47) | 2.5 | 
| NDEA | 102 | 103 | 75 | 5.0 | 
| NDPA | 130 | 131 | 89 | 10 | 
| NMOR | 116 | 117 | 86 (87) | 5.0 | 
| NDBA | 158 | 159 | 103 | 10 | 
| NDPhA | 198 (169)a | 170 | 92 (143) | 10 | 
A total of eight perfluoroalkyl acids were included in this study: perfluorobutyric acid (PFBA), perfluoropentanoic acid (PFPnA), perfluorohexanoic acid (PFHxA), perfluoroheptanoic (PFHpA), perfluorooctanoic acid (PFOA), perfluorobutane sulfonic acid (PFBS), perfluorohexane sulfonic acid (PFHxS), and perfluorooctane sulfonic acid (PFOS). PFAAs were analyzed using isotopic dilution, surrogate standard, or external calibration using a previously reported method that was adapted and expanded to include all analytes of interest.46 Tandem mass spectrometry was performed using an API 4000 triple quadrupole mass spectrometer (AB SCIEX, Foster City, CA) operated in electrospray ionization (ESI†) negative ionization mode. MRLs for each analyte (Table 3) were set conservatively at least five times the MDL and higher as needed in consideration of known and unanticipated background sources.
| Compound | MRM transition | Quantitation | MRL (ng L−1) | 
|---|---|---|---|
| MRM = multiple reaction monitoring; MRL = method reporting limit. | |||
| PFBA | 213 > 169 | Isotope dilution ([13C4] PFBA) | 100 | 
| PFPnA | 263 > 219 | Isotope dilution ([13C5] PFPnA) | 2 | 
| PFHxA | 313 > 269 | Isotope dilution ([13C2] PFHxA) | 0.5 | 
| PFHpA | 363 > 319 | Isotope dilution ([13C4] PFHpA) | 0.5 | 
| PFOA | 413 > 369 | Isotope dilution ([13C4] PFOA) | 5 | 
| PFBS | 299 > 99 | Surrogate standard ([18O2] PFHxS) | 0.25 | 
| PFHxS | 399 > 80 | Isotope dilution ([18O2] PFHxS) | 0.25 | 
| PFOS | 499 > 80 | Isotope dilution ([13C4] PFOS) | 0.25 | 
The probe compound para-chlorobenzoic acid (pCBA) was used to indirectly measure hydroxyl radical concentration. Analysis followed a previously published method using the same column, mobile phases, and mass spectrometer as described previously.47
Ozonated water was generated using an oxygen-fed generator (Model CFS-1A, Ozonia North America, Inc., Elmwood Park, NJ) to diffuse ozone into reagent-grade water as described previously.48 Reagent water was stirred and cooled in a water-jacketed container as ozone bubbled in through a diffuser. Ozone venting out of the container was quenched as it bubbled through aqueous potassium iodide solutions. The ozone stock was typically between 65 and 85 mg O3 L−1, based on measurements by an indigo method using a Hach DR 5000, UV/Vis spectrometer (Hach, Loveland, CO).49 For consistency among wastewaters, the amount of ozonated water added was based on the initial TOC and the desired ozone dosing, targeting specific mass-based ozone to TOC ratios (e.g., O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 0.5). These ratios were calculated using the final TOC of the sample, which accounted for dilution from the ozone stock. After ozone addition, the container was closed and mixed. When the ozone residual was depleted, as determined through ozone decay tests, the finished water was transferred to sample containers with appropriate quenching agents for the different analyses. Some tests required additional spikes, which were added prior to the addition of ozonated water. These spikes included hydrogen peroxide at a 2
TOC = 0.5). These ratios were calculated using the final TOC of the sample, which accounted for dilution from the ozone stock. After ozone addition, the container was closed and mixed. When the ozone residual was depleted, as determined through ozone decay tests, the finished water was transferred to sample containers with appropriate quenching agents for the different analyses. Some tests required additional spikes, which were added prior to the addition of ozonated water. These spikes included hydrogen peroxide at a 2![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) 1 molar ratio of O3
1 molar ratio of O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) H2O2 to promote the production of hydroxyl radicals; 1000 μg L−1 (6.4 μM) pCBA for assessing hydroxyl radical formation; and 100 mM tBA for selectively quenching hydroxyl radicals.50 Hydrogen peroxide concentration was measured using a Hach Model HYP-1 kit. Hydroxyl radical exposure, ∫[˙OH]dt (M s), was quantified using eqn 1:
H2O2 to promote the production of hydroxyl radicals; 1000 μg L−1 (6.4 μM) pCBA for assessing hydroxyl radical formation; and 100 mM tBA for selectively quenching hydroxyl radicals.50 Hydrogen peroxide concentration was measured using a Hach Model HYP-1 kit. Hydroxyl radical exposure, ∫[˙OH]dt (M s), was quantified using eqn 1:
|  | (1) | 
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios 0.2, 0.5, and 1.0. Additional tests were done for WW1 and WW4 at O3
TOC ratios 0.2, 0.5, and 1.0. Additional tests were done for WW1 and WW4 at O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios of 0.1, 0.3 and 0.4 and for WW2 and WW6 at an O3
TOC ratios of 0.1, 0.3 and 0.4 and for WW2 and WW6 at an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 0.75. Tests investigating pH variation (pH = 6, 7, or 8) for WW1, WW3, WW4 and WW5 were performed at an O3
TOC ratio of 0.75. Tests investigating pH variation (pH = 6, 7, or 8) for WW1, WW3, WW4 and WW5 were performed at an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 0.2. The impact of hydrogen peroxide addition (O3
TOC ratio of 0.2. The impact of hydrogen peroxide addition (O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) H2O2 = 0.5) on nitrosamine formation was investigated for all six wastewaters at pH = 7, O3
H2O2 = 0.5) on nitrosamine formation was investigated for all six wastewaters at pH = 7, O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios of 0.5 and 1.0 for the nitrosamines and 1.5 and 2.0 for PFAAs. Radiolysis was investigated for WW1, WW2 and WW3 at pH = 7 using 88 and 176 Gy gamma radiation doses, defined as “Dose 1” and “Dose 2,” respectively.
TOC ratios of 0.5 and 1.0 for the nitrosamines and 1.5 and 2.0 for PFAAs. Radiolysis was investigated for WW1, WW2 and WW3 at pH = 7 using 88 and 176 Gy gamma radiation doses, defined as “Dose 1” and “Dose 2,” respectively.
      
    
    
      
      ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios)
TOC ratios)
		| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio | WW1 | WW2 | WW3 | WW4 | WW5 | WW6 | 
|---|---|---|---|---|---|---|
| N/A = not available. | ||||||
| 0 | 5.9 | 5.0 | 5 | 24.4 | 22.5 | 10.7 | 
| 0.1 | 7.1 | N/A | N/A | N/A | N/A | N/A | 
| 0.2 | 9.2 | 10.5 | 11.0 | 29.3 | 26.8 | 10.5 | 
| 0.3 | 15.4 | N/A | N/A | 31.7 | N/A | N/A | 
| 0.4 | N/A | N/A | N/A | 29.3 | N/A | N/A | 
| 0.5 | N/A | N/A | N/A | 37.8 | N/A | 16.1 | 
| 0.6 | N/A | N/A | N/A | N/A | N/A | N/A | 
| 0.7 | N/A | N/A | N/A | N/A | N/A | 21.8 | 
| 0.8 | N/A | 16.5 | N/A | N/A | N/A | N/A | 
| 0.9 | N/A | N/A | N/A | N/A | N/A | 21.5 | 
| 1.0 | 19.8 | N/A | 24.2 | 76.8 | 36.6 | N/A | 
There was minimal formation of the other six nitrosamines after ozonation. NMEA in WW1 was below the reporting limit (<5.5 ng L−1) in the ambient sample; a slight formation (up to 7.4 ng L−1) was observed when ozonated at O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC > 1.0 (ESI† Table S8). This occurred on one sampling occasion; however, no NMEA was detected on a second sampling occasion. NDEA was detected in WW5 (18 ng L−1) when ozonated at O3
TOC > 1.0 (ESI† Table S8). This occurred on one sampling occasion; however, no NMEA was detected on a second sampling occasion. NDEA was detected in WW5 (18 ng L−1) when ozonated at O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 1.0 (<14 ng L−1 in the ambient sample before ozonation). NMOR was present in three wastewaters (WW3, WW4, and WW6; 12–17 ng L−1), but did not increase with greater O3
TOC = 1.0 (<14 ng L−1 in the ambient sample before ozonation). NMOR was present in three wastewaters (WW3, WW4, and WW6; 12–17 ng L−1), but did not increase with greater O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios. Compared to NDMA, these nitrosamines did not show a strong formation with ozonation, which is consistent with previous research.15 Thus, the following sections will focus on NDMA only.
TOC ratios. Compared to NDMA, these nitrosamines did not show a strong formation with ozonation, which is consistent with previous research.15 Thus, the following sections will focus on NDMA only.
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 0.20 (Fig. S2†). The addition of ozone at pH 7 was performed in triplicate. The pH of ozonated water is potentially significant because ozone decomposition to hydroxyl radicals is more rapid at higher pH.52 Furthermore, higher NDMA formation at elevated pH in deionized water and groundwater28 suggests that the hydroxyl radical may be more critical than ozone for NDMA formation. However, there was only a slight increase in NDMA formation from pH 6 to 8 in the current study (Fig. S2†). While this supports the previous research, the attenuated trend may be related to rapid conversion of molecular ozone to hydroxyl radicals through NOM-mediated pathways53,54 and/or the relatively small O3
TOC ratio of 0.20 (Fig. S2†). The addition of ozone at pH 7 was performed in triplicate. The pH of ozonated water is potentially significant because ozone decomposition to hydroxyl radicals is more rapid at higher pH.52 Furthermore, higher NDMA formation at elevated pH in deionized water and groundwater28 suggests that the hydroxyl radical may be more critical than ozone for NDMA formation. However, there was only a slight increase in NDMA formation from pH 6 to 8 in the current study (Fig. S2†). While this supports the previous research, the attenuated trend may be related to rapid conversion of molecular ozone to hydroxyl radicals through NOM-mediated pathways53,54 and/or the relatively small O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio and pH range tested. These results indicate that changing the pH prior to ozonation (at least within a relatively neutral pH range) may not be a useful NDMA mitigation strategy in wastewater applications. A combination of higher O3
TOC ratio and pH range tested. These results indicate that changing the pH prior to ozonation (at least within a relatively neutral pH range) may not be a useful NDMA mitigation strategy in wastewater applications. A combination of higher O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios and higher pH will likely exacerbate the extent of NDMA formation and increase the need for post-ozone NDMA mitigation.
TOC ratios and higher pH will likely exacerbate the extent of NDMA formation and increase the need for post-ozone NDMA mitigation.
        ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios of 0.5 and 1.0 resulted in NDMA formation (Fig. 1). Similar to previous findings,12 the differences in NDMA formation for ozone versus O3/H2O2 were minimal (except for WW4), and neither process was consistently worse in terms of NDMA formation. The only conclusive result from the experiments was that O3/H2O2 was ineffective in mitigating NDMA formation (at least when using a typical molar O3
TOC ratios of 0.5 and 1.0 resulted in NDMA formation (Fig. 1). Similar to previous findings,12 the differences in NDMA formation for ozone versus O3/H2O2 were minimal (except for WW4), and neither process was consistently worse in terms of NDMA formation. The only conclusive result from the experiments was that O3/H2O2 was ineffective in mitigating NDMA formation (at least when using a typical molar O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) H2O2 ratio of 1.0).
H2O2 ratio of 1.0).
          |  | ||
| Fig. 1  Formation of NDMA at various ozone and peroxone (O3/H2O2) dosing conditions: (a) for WW1, WW2, and WW3 at O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC of 0.5; (b) for WW2, WW4, WW5, and WW6 at O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC of 1.0. | ||
A separate set of experiments was performed after spiking pCBA into the wastewater matrices and then exposing them to the same ozone and peroxone dosing conditions. Changes in pCBA concentration were used to calculate the overall hydroxyl radical exposure, ∫[˙OH]dt (M s), as summarized in Table 5. The results indicate that ozone and O3/H2O2 achieve similar hydroxyl radical exposures, despite the common classification of O3/H2O2 as an AOP and ozone as a conventional oxidant. Other studies reported similar findings: ozonation does not require the addition of H2O2 to achieve significant hydroxyl radical exposure,56–59 particularly in wastewater matrices with relatively high concentration of dissolved organic matter.60
| WW1 | WW2 | WW3 | |
|---|---|---|---|
| N/A = not available. | |||
| Ozone dosing condition | |||
| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 0.50 | 2.92 × 10−11 | 7.76 × 10−11 | 8.40 × 10−11 | 
| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 0.50 (H2O2) | 2.06 × 10−11 | 6.68 × 10−11 | 1.31 × 10−10 | 
| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 2.0 | 1.45 × 10−10 | 4.86 × 10−10 | 4.41 × 10−10 | 
| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 2.0 (H2O2) | 1.76 × 10−10 | 5.72 × 10−10 | 5.32 × 10−10 | 
| Radiation dose (Gy) | |||
| 88 (Dose 1) | 6.01 × 10−11 | N/A | N/A | 
| 176 (Dose 2) | 1.27 × 10−10 | 7.62 × 10−10 | 6.83 × 10−10 | 
| 264 | 2.01 × 10−10 | 1.37 × 10−9 | 1.07 × 10−9 | 
NDMA formation was monitored in samples with and without addition of 100 mM tBA at pH 7.0. One set of samples was ozonated at an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio of 0.5 with no H2O2 addition, and another set of samples was ozonated at an O3
TOC ratio of 0.5 with no H2O2 addition, and another set of samples was ozonated at an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio 0.5 and a molar O3/H2O2 ratio of 2.0. The tBA spike at 100 mM effectively scavenges all of the ˙OH at an O3
TOC ratio 0.5 and a molar O3/H2O2 ratio of 2.0. The tBA spike at 100 mM effectively scavenges all of the ˙OH at an O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC of 2.0, as shown by ESI† Fig. S3. Fig. 2 shows NDMA formation in WW1, WW2, and WW3 for the aforementioned dosing conditions. Similar to the previous results, similar NDMA formation was observed with and without the addition of H2O2. However, significantly more NDMA was observed with the addition of tBA prior to ozonation for both ozone and O3/H2O2. These results indicate that NDMA formation is favored by the presence of molecular ozone.
TOC of 2.0, as shown by ESI† Fig. S3. Fig. 2 shows NDMA formation in WW1, WW2, and WW3 for the aforementioned dosing conditions. Similar to the previous results, similar NDMA formation was observed with and without the addition of H2O2. However, significantly more NDMA was observed with the addition of tBA prior to ozonation for both ozone and O3/H2O2. These results indicate that NDMA formation is favored by the presence of molecular ozone.
One hypothesis is that effective scavenging of ˙OH radicals by tBA increased the available molecular ozone by preventing ozone consumption53 and secondly minimized the degradation of unknown precursors, thereby resulting in more NDMA formation. In practice, these results suggest that wastewater with higher ˙OH scavenging may also lead to higher NDMA formation during ozonation. Higher ˙OH scavenging is typically associated with higher levels of dissolved organic matter and bicarbonate/carbonate ions, which are characteristic of wastewater matrices.53,58,59
Radiolysis experiments were performed to isolate the contribution of hydroxyl radicals. Radiolysis allows for in-situ generation of hydroxyl radicals without the addition of ozone. Gamma radiation experiments targeted similar hydroxyl radical exposures that were generated during ozonation experiments. Changes in pCBA concentration were used to assess the ˙OH exposure, ∫[˙OH]dt (M s) (Table 5). During radiolysis experiments, there was no NDMA formation observed in any of the wastewater samples. In order to verify that the radiolysis did not destroy NDMA at a rate possibly greater than it was formed, a control experiment was performed with NDMA spiked at 500 μg L−1. Even at the higher tested dose of 176 Gy, there was less than 4% degradation. While considerable ˙OH exposure was achieved during the radiolysis experiments (up to 7.62 × 10−10 M s), it was not sufficiently high to achieve any significant degradation of NDMA. Other studies that evaluated NDMA destruction during ozonation and advanced oxidation processes found that degradation is limited by the extent of promotion of hydroxyl radicals and the overall hydroxyl radical scavenging rate.55,61 Even if degradation of NDMA is initiated, there is a possibility of a regeneration pathway due to the presence of other organic compounds and oxygen that may further decrease overall treatment efficiency.62 However, the lack of formation of NDMA during these experiments, confirms that NDMA formation is due to reactions associated with molecular ozone.
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio. The net increase was lower for WW2, WW3, and WW6, which were similar in water quality (i.e., UV254, TOC) and wastewater treatment (i.e., nitrification, partial denitrification, SRT ~10 days). WW5 showed the highest ambient level (7324 ng L−1) and formation of PFHxA (1831 ng L−1), and the formation was also directly correlated with O3
TOC ratio. The net increase was lower for WW2, WW3, and WW6, which were similar in water quality (i.e., UV254, TOC) and wastewater treatment (i.e., nitrification, partial denitrification, SRT ~10 days). WW5 showed the highest ambient level (7324 ng L−1) and formation of PFHxA (1831 ng L−1), and the formation was also directly correlated with O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio. A similar trend was observed for PFBA, which increased from ambient level of 789 ng L−1 to 930 ng L−1 after ozonation of WW5. WW5 was the only matrix with a large fraction of industrial wastewater, which originated from a denim clothing manufacturing plant. PFBA levels were below the reporting levels (<100 ng L−1) for the other wastewaters that came from facilities with primarily municipal run-off. PFBS increased in WW1–3 and WW6. PFPnA increased only in WW1 after ozonation. Formation of other PFAAs in all wastewaters at various ozone dosing conditions are provided in ESI† (Fig. S4 through S9).
TOC ratio. A similar trend was observed for PFBA, which increased from ambient level of 789 ng L−1 to 930 ng L−1 after ozonation of WW5. WW5 was the only matrix with a large fraction of industrial wastewater, which originated from a denim clothing manufacturing plant. PFBA levels were below the reporting levels (<100 ng L−1) for the other wastewaters that came from facilities with primarily municipal run-off. PFBS increased in WW1–3 and WW6. PFPnA increased only in WW1 after ozonation. Formation of other PFAAs in all wastewaters at various ozone dosing conditions are provided in ESI† (Fig. S4 through S9).
          
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratios). Standard deviations are provided in parentheses, when available, based on n = 3 replicates
TOC ratios). Standard deviations are provided in parentheses, when available, based on n = 3 replicates
		| O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC ratio | WW1 | WW2 | WW3 | WW4 | WW5 | WW6 | 
|---|---|---|---|---|---|---|
| N/A = not available. | ||||||
| 0 | 10.9 | 14.1 | 14.3 (1.6) | 11.1 | 7324 | 19.5 | 
| 0.1 | N/A | N/A | N/A | 14.6 | N/A | N/A | 
| 0.2 | 15.4 | N/A | 14.3 | 14.6 (1.2) | 8310 | N/A | 
| 0.3 | N/A | N/A | N/A | 15.9 | N/A | N/A | 
| 0.4 | N/A | N/A | N/A | 15.9 | N/A | N/A | 
| 0.5 | 13.2 | 18.8 | N/A | 17.1 | N/A | 25.3 | 
| 1.0 | 14.8 (0.78) | 16.5 (0.0) | 15.4 | 22.0 | 9155 | 24.1 | 
| 1.5 | N/A | 18.8 | N/A | N/A | N/A | 23.0 | 
| 2.0 | N/A | 17.6 | N/A | N/A | N/A | 23.0 (0.0) | 
|  | ||
| Fig. 4  Changes in PFHxA (a) and PFBS (b) for WW1, WW2, and WW3 after ozonation with and without tBA addition at O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 1.0 for WW1 and O3 ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) : ![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC = 2.0 for WW2 and WW3. | ||
Similar results were observed for PFBS formation during ozonation (with and without tBA addition), further supporting the molecular ozone pathway. Results for five detected PFAAs for WW1, WW2, and WW3 are shown in ESI† (Fig. S12, S13, and S14).
Compared to ozonation experiments, radiolysis tests (Dose 1 = 88 Gy and Dose 2 = 176 Gy) did not result in significant formation of PFBS (Fig. 5). In fact, a negative change in PFBS concentration of 0.2–0.3 ng L−1 was observed in WW1–3, presumably due to the destruction of PFBS during radiolysis. Formation of PFHxA during radiolysis experiments was at 2.0 ± 0.3 ng L−1 in WW1, 2.5 ± 0.7 ng L−1 for WW2, and 1.0 ± 0.0 for WW3. Compared to ozonation results from Fig. 5, smaller increases in PHxA and negative changes in PFBS, would indicate that molecular ozone is more critical in the formation of these PFAAs during ozonation of wastewater. Results for the other PFAAs in WW1, WW2, and WW3 are shown in ESI† (Fig. S15, S16, and S17). Although there have been reports that some PFAAs may be amenable to degradation by AOP (e.g., persulfate63), the current study indicates that hydroxyl radicals are ineffective for PFAA mitigation with the given wastewaters and dosing conditions.
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC > 0.5 in a majority of the wastewater matrices tested in this study. For half of the treated wastewaters, PFHxA and PFBS reached its maximum formation at O3
TOC > 0.5 in a majority of the wastewater matrices tested in this study. For half of the treated wastewaters, PFHxA and PFBS reached its maximum formation at O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC > 1.0, whereas for the other wastewaters the maximum was achieved between 0 and 0.5 O3
TOC > 1.0, whereas for the other wastewaters the maximum was achieved between 0 and 0.5 O3![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) TOC. As demonstrated in bench-scale testing, molecular ozone was identified as the primary oxidant responsible for the formation of NDMA, PFHxA, and PFBS. The addition of H2O2 and/or pH adjustment proved to be ineffective in mitigating the formation of these byproducts.
TOC. As demonstrated in bench-scale testing, molecular ozone was identified as the primary oxidant responsible for the formation of NDMA, PFHxA, and PFBS. The addition of H2O2 and/or pH adjustment proved to be ineffective in mitigating the formation of these byproducts.
      Based on the results of this study and previous studies in the literature, significant nitrosamine and PFAA occurrence and formation during ozonation appear to be limited to specific wastewater matrices, particularly those impacted by industrial discharges. Unfortunately, there is currently an insufficient understanding of the specific NDMA and PFAA precursors that are reactive toward ozone and present in U.S. wastewaters. Therefore, there is a need to identify these compounds so appropriate source control and/or pretreatment strategies can be employed in wastewater treatment plants with ozone, particularly in potable reuse applications. In addition, research is needed to better understand the effects of wastewater constituents (e.g., inorganic anions, metals, effluent organic matter) on NDMA and PFAA formation mechanisms.
![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) :
:![[thin space (1/6-em)]](https://www.rsc.org/images/entities/char_2009.gif) 2 Fluorotelomer sulfonate aerobic biotransformation in activated sludge of waste water treatment plants, Chemosphere, 2011, 82(6), 853–858 CrossRef CAS PubMed.
2 Fluorotelomer sulfonate aerobic biotransformation in activated sludge of waste water treatment plants, Chemosphere, 2011, 82(6), 853–858 CrossRef CAS PubMed.| Footnote | 
| † Electronic supplementary information (ESI) available. See DOI: 10.1039/c5ew00046g | 
| This journal is © The Royal Society of Chemistry 2015 |