Open Access Article
This Open Access Article is licensed under a Creative Commons Attribution-Non Commercial 3.0 Unported Licence

Development and application of an LC-MS method to the determination of poly- and perfluoroalkyl substances (PFASs) in drinking, sea and surface water samples

Belinda Huerta *a, Brendan McHugh b and Fiona Regan a
aDCU Water Institute, School of Chemical Sciences, Dublin City University, Glasnevin, Dublin 9, Ireland. E-mail: belinda.huerta@dcu.ie
bMarine Institute, Rinville, Oranmore, Co. Galway, H91 R673, Ireland

Received 21st February 2022 , Accepted 9th May 2022

First published on 10th May 2022


Abstract

Poly- and perfluoroalkyl substances (PFASs) are a group of synthetic organic surfactants that have become a global concern because of their toxicity and widespread presence in the aquatic environment and organisms globally. In this study, a new analytical method has been developed and validated for the analysis of 15 perfluorinated compounds in different water matrices: river water, drinking water and seawater. Water extraction was performed in anion exchange solid phase extraction cartridges, and extracts were analysed by liquid chromatography in tandem with mass spectrometry. Recoveries for target analytes were between 35 and 120%, depending on the water matrix. Method detection limits were in the range of 0.5–17 ng L−1. The validated method was applied to the determination of perfluorinated compounds in water samples around Ireland. Eight compounds out of fifteen were detected at least in one sample. Measured concentrations were higher in river water than seawater, and drinking water had the lowest levels, although still detectable for a considerable amount of compounds. The most prevalent compounds were PFPeA, PFOA and PFHxA, present in all types of water, and they had the highest concentrations.


1. Introduction

Poly- and perfluoroalkyl substances (PFAS) are a class of thousands of anthropogenic substances that contain an aliphatic fluorinated carbon chain, and that have been in use since the 1950s.1 The C–F bond in the perfluoroalkyl moiety (–CnF2n+1, n > 1) is highly dipolar and relatively non-polarizable, which imparts the fluorinated compounds with polar hydrophobicity, repelling both water and oil.2 This has led to widespread industrial and commercial uses, such as construction, chemistry, food production, coatings and paints, surface repellents and textile production.3–5 As an example, more than 3000 tonnes of PFAS were used just in the Nordic countries.6 According to the OECD, more than 4700 PFAS compounds have been identified.7

Decades of extended global use of these highly persistent (they are often called “forever chemicals'') and mobile compounds have raised the concern about the potential impacts of legacy and new generation fluorinated alternatives on human health and the environment.8 PFAS can be bioaccumulated and biomagnified through the food chain.9–12 PFAS are ubiquitous in the aquatic environment and organisms globally, and have been detected in air, soil, plants and biota.13–15 Several studies on their toxicity have demonstrated that exposure to PFAS can result in neurotoxicity, hepatotoxicity, developmental toxicity, immunotoxicity, endocrine disruption and carcinogenicity.16,17

These studies had led to a great regulatory effort and scrutiny from national and international authorities. PFOS and derivatives have been restricted in Europe for more than 10 years, while PFOA has been banned under the POPs Regulation since 2020.18 Both PFOA and PFHxS are already included or are being considered to be included in the Stockholm Convention on Persistent Organic Pollutants. In Europe, the recast of the Drinking Water Directive, which took effect on 12 January 2021, includes a limit of 0.5 μg L−1 for all PFAS, and a limit value of 0.1 μg L−1 for each individual PFAS.19 Several EU Member States have set drinking water limits for specific PFAS and for groups of PFAS.20 PFOS and their derivatives are included as a priority hazardous substance under the EU Water Framework Directive,21 with a much lower Environmental Quality Standard (AA-EQS) limit value of 0.65 ng L−1 in inland surface waters and 0.13 ng L−1 in seawater, while a number of other PFAS are on the REACH list of Substances of Very High Concern (SVHCs).22 Moreover, several countries have proposed to ban the use of PFAS, except for essential uses under REACH, and it is anticipated that the proposal will be submitted to the European Chemical Agency by 15 July 2022.

As a consequence of these regulatory efforts, global manufacturers have started to produce new chemicals in order to substitute long-chain PFAS, such as shorter-chain compounds or with non-fluorinated substances. However, some of these new chemicals have resulted to be equally environmentally persistent and even more mobile in the environment and more difficult to remove from drinking water than their long-chain counterparts, and some have resulted to be toxic as well (e.g. GenX).23,24 In particular, short-chain PFAS accumulate in the environment and have been found to contaminate surface, ground- and drinking water.25,26

Therefore, there is an urgent need for continuous monitoring of PFAS in aquatic systems, with special emphasis in drinking water, due to their possible negative impact on human health. In this context, the main objectives of this work were (i) to develop and validate an analytical methodology applicable to drinking water, surface water and seawater; and (ii) to assess the occurrence of 15 PFAS in drinking water in the Dublin area, river water from 4 Irish rivers and seawater from Dublin Bay, with a total of 12 samples analysed. The analytical methodology presented here is an advance for the screening of PFAS in the water cycle in Ireland, and the study of the occurrence of these chemicals will be essential for the implementation of future concentration limits by the regulatory authorities for environmental and human protection.

2. Materials & methods

2.1. Chemicals and solutions

PFAS substances included in this study were supplied by Wellington Laboratories Inc. (Canda) including: the acids perfluoropentanoic (PFPeA), perfluorohexanoic (PFHxA), perfluorooctanoic (PFOA), perfluorononanoic (PFNA), perfluorodecanoic (PFDA), perfluoroundecanoic (PFUdA), perfluorododecanoic (PFDoA), perfluoropropoxypropanoic (GenX), and perfluorobutanesulfonate (PFBS), perfluorooctanesulfonate (PFOS), perfluorodecanesulfonate (PFDS), perfluoropentylsulfonate (PFPeS), perfluorohexasulfonate (PFHxS), perfluorooctanesulfonamide (FOSA), perfluorononylsulfonate (PFNS). Internal standards (added before analysis in order to assess and compensate possible losses during sample manipulation and extraction) were purchased from Wellington Laboratories Inc. (Canada) including: [13C8]-perfluorooctanesulfonate (M8PFOS), [13C2]-perfluorooctanoic acid (M2PFOA), [13C5]-perfluorononanoic acid (MPFNA), and [13C2]-perfluorohexanoic acid (MPFHxA).

The list of the target analytes, including class, formula and acronyms are listed in Table 1. Individual stock standards and labelled internal standards were prepared in methanol at a concentration of approximately 1000 mg L−1. Stock solutions and 50 mg L−1 mixtures in methanol were stored at −20 °C and diluted to 1 mg L−1 before each analytical run. Ultrapure water was prepared by a Purelab® Ultra water purification system. Methanol (MeOH) LC-MS grade was obtained from Honeywell (France). Ammonium acetate salt (NH4Ac), ammonia (NH4OH), sodium thiosulfate (Na2S2O3), acetic acid and acetonitrile (ACN) were obtained from Sigma-Aldrich (Dublin, Ireland).

Table 1 Description of target analytes included in the present study
Compound Acronym CAS number Class Fluorinated C chain Formula
Perfluorododecanoate PFDoA 307-55-1 Acid C12 C12HF23O2
Perfluoroundecanoate PFUdA 2058-94-8 Acid C11 C11HF21O2
Perfluorodecanoate PFDA 335-76-2 Acid C10 C10HF19O2
Perfluorononanoate PFNA 375-95-1 Acid C9 C9HF17O2
Perfluorooctanoate PFOA 335-67-1 Acid C8 C8HF15O2
Perfluorohexanoate PFHxA 307-24-4 Acid C6 C6HF11O2
Perfluoropropoxypropanoic acid Gen X 13252-13-6 Acid C6 C6HF11O3
Perfluoropentanoate PFPeA 2706-90-3 Acid C5 C5HF9O2
Perfluorooctanesulfonamide FOSA 754-91-6 FOSA C8 C8H2F17NO2S
Perfluorodecylsulfonate PFDS 2806-15-7 Sulfonate C10 C10HF21O3S
Perfluorononylsulfonate PFNS 98789-57-2 Sulfonate C9 C9HF19O3S
Perfluorooctylsulfonate PFOS 4021-47-0 Sulfonate C8 C8HF17O3S
Perfluorohexylsulfonate PFHxS 82382-12-5 Sulfonate C6 C6HF13O3S
Perfluoropentylsulfonate PFPeS 630402-22-1 Sulfonate C5 C7HF13O2
Perfluorobutylsulfonate PFBS 29420-49-3 Sulfonate C4 C4HF9O3S
Perfluoro-1-(13C8) octanesulfonate M8PFOS Sulfonate C8 13C8F17SO3
Perfluoro-n-[1,2,3,4,5-13C5] nonanoic acid MPFNA Acid C9 13C512C4HF17O2
Perfluoro-n-[1,2-13C2] octanoic acid MPFOA Acid C8 13C212C6HF15O2
Perfluoro-n-[1,2-13C2] hexanoic acid MPFHxA Acid C6 13C212C4HF11O2


2.2. Sample collection and extraction

The study was conducted in different types of water: (i) drinking water: samples were collected in 4 households in Dublin city; (ii) seawater: samples were collected in from 3 sites in the Dublin Bay area; (iii) surface water: samples were collected from 4 river sections around the western part of Ireland (Rivers Annalee, Liffey, Suir, Nore). Fig. 1 represents the locations where samples were collected during this study.
image file: d2ay00300g-f1.tif
Fig. 1 Samples sites in Ireland. RW: river water. TW: drinking water. SW: seawater.

Water samples were collected in amber polypropylene bottles, previously washed with methanol and rinsed with distilled water, and taken to the laboratory, where pH was adjusted to 3 with acetic acid, and they were kept at 4 °C until extraction if extracted within 24 h; otherwise, they were frozen until analysis. To reduce residual chlorine, 200 μL of 250 mg mL−1 solution in water of sodium thiosulfate was added to seawater samples.27 Two types of SPE cartridges (Oasis WAX Cartridges and Oasis HLB, both 500 mg) were conditioned with 5 mL of 0.5% ammonia/methanol (only WAX cartridges), followed by 5 mL of methanol and 5 mL of ultra-pure water (pH 3). Samples (250 mL for river water, 1 L for drinking and marine water) were loaded into the cartridge at a flow rate of 2 mL min−1. Cartridges were rinsed with 5 mL of ultra-pure water, and were dried with air for 30 min. Analytes were eluted with 5 mL of methanol followed by 5 mL of 0.5% ammonia/methanol. Eluates were placed under a N2 current until dryness, and then reconstituted in 1 mL methanol/water (20[thin space (1/6-em)]:[thin space (1/6-em)]80). Finally, 5 μL of a 1 mg L−1 standard mixture containing labelled compounds were added to the extracts as internal standards.

2.3. Instrumental analysis

All extracts were analysed by HPLC (Agilent 1260 series Infinity binary pump) coupled to a triple quadrupole mass spectrometer (Agilent 6470), equipped with an electrospray ionization source in negative mode. Ten microliters were injected in an Agilent Zorbax Eclipse Plus C18 column (3.0 × 50 mm; 1.8 μm), set with a guard column of the same materials. Mobile phases were (A): 2[thin space (1/6-em)]mM formic acid/ammonium formate (pH 3.2) and (B): methanol at a flow rate of 0.4[thin space (1/6-em)]mL min−1. The gradient elution was: 0–1.5 min, 90–45% A; 1.5–7.0 min, 45–10% A; 7.0–8.5 min, 10–0% A; 8.5–10 min, 0% A; 10–11 min return to initial conditions; 11–12 min, equilibration of the column. Column temperature was set at 35 °C. Representative standard chromatogram is shown in Fig. 2.
image file: d2ay00300g-f2.tif
Fig. 2 (a) Compound peaks obtained by injecting a standard mixture at 100 ng mL−1; (b) PFOS calibration curve (levels 0.01 to 25 ng mL−1), with an R2 > 0.99; (c) PFOS chromatogram extracted at a concentration of 0.01 ng mL−1.

Compound-dependent mass spectrometric parameters (fragmentor, collision energy) as well as compound-selected reaction monitoring transitions were optimized by direct infusion of individual standard solution of each analyte at 10[thin space (1/6-em)]ng mL−1 using the Agilent Compound Optimizer software. A summary of these parameters is presented in Table 2. Source-dependent parameters were determined by flow injection analysis: gas temperature: 230 °C; gas flow: 4 L min−1; nebulizer: 15 psi; source temperature, 375[thin space (1/6-em)]°C; ion spray voltage, 2500; sheath gas flow: 12 L min−1. In the cases where two transitions were monitored, the most intense one was used for quantification purposes, whereas the second one was used to confirm the identity of the target compounds. Instrument control data acquisition and data analysis were carried out using Agilent software.

Table 2 MRM transitions and compound dependant MS parameters for target analytes. For the product ion, second transition was placed between parenthesis. RT: retention time
Compound Precursor ion Product ion RT (min) Fragmentor Collision energy (V)
PFDoA 613 519 (219) 7.2 112 8 (20)
PFUdA 563 519 (219) 6.9 112 8 (20)
PFDA 513 469 (269) 6.6 112 8 (12)
PFNA 463 219 (419) 6.1 78 16 (8)
PFOA 413 369 (169) 5.5 78 8 (12)
PFHxA 313 269 (91) 4.1 78 4 (8)
Gen X 285 185 (169) 4.2 78 16 (4)
PFPeA 263 219 3.3 78 4
FOSA 498 78 7.0 180 36
PFDS 599 80 (99) 6.9 180 60 (56)
PFNS 549 80 (99) 6.5 180 56
PFOS 499 80 (99) 6.1 180 44
PFHxS 399 80 (99) 4.9 180 44 (40)
PFPeS 349 80 (99) 4.1 180 40 (36)
PFBS 299 80 (99) 3.4 146 40 (36)
M8PFOS 507 80 6.1 180 52
MPFNA 468 219 6.1 78 16
MPFOA 415 370 5.5 78 8
MPFHxA 315 270 4.1 78 4


2.4. Validation

Both MDL and MQL were determined in spiked water samples (n = 3) of all matrices considered as the minimum detectable amount of analyte with a signal-to-noise ratio of 3 and 10, respectively. Precision was calculated from five repeated injections of a spiked sample at 1, 50, and 500 ng mL−1, and was expressed as the relative standard deviation of the measured concentration. Calibration curves were generated using linear regression analysis (R2 > 0.99) in the concentration range from 0.01 to 1000 ng mL−1. To determine the extraction efficiencies, water samples (drinking, surface and marine water) were spiked with a mixture of the target analytes at 100 ng mL−1. Concentrations obtained after the extraction procedure, calculated by internal standard calibration, were compared with the initial spiking levels.

2.5. Background contamination

Careful measures were taken to prevent background levels of PFAS arising from sample manipulation and instrumental analysis. All materials that could potentially contain the target analytes were avoided (Teflon bottles, materials used during SPE, HPLC vials, etc.). Polypropylene was used when possible instead of glass to avoid compound retention on the containers. In order to eliminate the sources of contamination from the analytical system all the polytetrafluoroethylene (PTFE) tubing was changed for polyether ether ketone (PEEK) connections.

Procedural blanks were used during sample collection, extraction and treatment prior to instrumental analysis. Ultra-pure water was used with this purpose for optimization and validation, and these samples were analysed to assess the initial concentrations of PFAS. For sample collection, potential PFAS concentration on empty polypropylene bottles was examined by adding 10 mL of methanol and shaking for 10 min. The extract was pre-concentrated to 50 μL and analysed. SPE cartridges were tested for the presence of PFAS through the entire analytical procedure. Cartridges were preconditioned and eluted with 0.5% ammonia/methanol as described in Section 2.2, except no samples were loaded. Solvent blanks (methanol, methanol/water) were also analysed continuously during each run to check for background PFAS levels. Instrumental blanks consisting of initial conditions of the mobile phase were analysed every 5 sample injections to check for carryover and residual PFAS concentration.

3. Results & discussion

3.1. Method validation

Oasis WAX cartridges were selected for sample extraction, as recoveries were found to be generally higher, and the results were more replicable than with Oasis HLB (see Fig. 3).
image file: d2ay00300g-f3.tif
Fig. 3 Extraction efficiencies (%) obtained with two types of SPE cartridges (WAX and HLB) when samples were spiked at 100 ng L−1 (n = 3).

Extraction recoveries, method detection and quantification limits were calculated for each target analyte and water matrix (Table 3). Extraction efficiency for all compounds was above 50%, except for PFDS, FOSA, PFUdA and PFoDA (35–48%). Method detection limits (MDLs) were in the range of 0.0.46–12.62 ng L−1 for drinking water, 0.58–15.15 ng L−1 for river water, and 0.65–17.7 ng L−1 in seawater.

Table 3 Mean percent recoveries (n = 3) of 15 PFASs in the three water matrices, and method detection and quantification limits (MDL, MQL) in each water matrix (ng L−1)
Recoveries (±RSD) MLD (ng L−1) MLQ (ng L−1)
TW SW RW TW SW RW TW SW RW
PFPeA 120 (13) 98 (12) 101 (10) 1.40 1.96 1.68 4.67 6.54 5.61
PFBS 103 (4) 96 (9) 99 (12) 0.48 0.67 0.58 1.60 2.24 1.92
PFHxA 61 (12) 57 (9) 59 (3) 1.78 2.49 2.13 5.92 8.29 7.11
PFPeS 104 (7) 105 (12) 102 (4) 0.75 1.05 0.90 2.49 3.48 2.99
GenX 109 (5) 103 (2) 105 (2) 1.45 2.03 1.74 4.82 6.75 5.79
PFHxS 71 (10) 60 (13) 67 (3) 0.46 0.65 0.55 1.54 2.16 1.85
PFOA 59 (7) 51 (5) 55 (7) 1.27 1.78 1.53 4.24 5.93 5.09
PFOS 55 (13) 59 (9) 55 (12) 0.91 1.28 1.10 3.04 4.26 3.65
PFNA 65 (2) 67 (12) 63 (14) 0.81 1.14 0.98 2.71 3.80 3.26
PFNS 62 (9) 58 (3) 61 (12) 0.66 0.93 0.80 2.21 3.09 2.65
PFDA 57 (12) 55 (9) 59 (10) 0.48 0.67 0.58 1.61 2.25 1.93
PFDS 39 (5) 35 (3) 41 (3) 2.43 3.40 2.91 8.09 11.32 9.70
FOSA 35 (7) 39 (4) 41 (6) 12.62 17.67 15.15 42.07 58.90 50.48
PFUdA 48 (4) 45 (7) 51 (6) 0.91 1.27 1.09 3.02 4.23 3.62
PFDoA 37 (6) 35 (8) 39 (7) 4.11 5.75 4.93 13.69 19.17 16.43


Calibration curves for all compounds prepared in solvent were generated using linear regression analysis (R2 > 0.99) in the range from 0.01 ng mL−1 and 1000 ng mL−1 (Fig. S1). Instrument accuracy was calculated as the deviation of the measured mean concentration from the real concentration, expressed in percentage from 5 repeated injections of a spiked sample at three different levels (1, 50, 500 ng mL−1). Repeated injections were done during the same day (intra-day accuracy) or during 5 consecutive days (inter-day accuracy). At the lowest spiking concentration, values were less than 12.5%, intra-day and 17.5%, inter-day (Table 4).

Table 4 Intra-day and inter-day accuracy (expressed as % RSD) calculated at three spiking levels for 15 PFAS
Accuracy (% RSD)
Intra-day Inter-day
1 ng mL−1 50 ng mL−1 500 ng mL−1 1 ng mL−1 50 ng mL−1 500 ng mL−1
PFPeA 1.4 0.9 2.4 17.5 2.4 10.9
PFBS 6.9 0.9 1.9 0.5 4.6 0.8
PFHxA 2.9 15.5 6.7 1.7 2.6 5.5
PFPeS 2.0 1.5 1.5 0.8 1.3 7.3
GenX 12.4 1.8 1.5 7.2 5.1 0.0
PFHxS 0.7 1.2 4.3 1.2 0.8 7.7
PFOA 0.7 1.2 4.3 4.2 2.2 9.4
PFOS 4.0 1.0 2.2 1.7 1.7 2.7
PFNA 2.1 0.4 1.1 2.2 0.9 11.1
PFNS 5.1 2.4 10.2 3.0 1.7 11.0
PFDA 1.2 0.4 10.3 2.5 1.0 2.0
PFDS 2.9 2.5 1.3 3.7 3.5 3.8
FOSA 2.6 0.4 1.1 9.2 10.0 7.6
PFUdA 11.7 1.3 2.5 5.4 5.0 10.4
PFDoA 5.3 1.3 2.2 3.1 2.2 7.5


3.2. Comparison of the proposed method with previously published methods

The analytical performance of the present method was compared with other published analytical methods for the determination of PFAS in water samples. Table 5 presents the characteristic data of the present method and the other techniques reported in literature. The method reported here presents comparable MDLs and recoveries to similar methods, in some cases reporting better MDLs and recoveries.
Table 5 Comparison of the present method with other analytical methods for the determination of PFAS in water samples
Reference Compounds Extraction Detection Sample Linearity (R2) MDLs (ng L−1) Recovery (%) Accuracya
a Intra-day precision at the lowest spiking level.
Present method 15 SPE HPLC MS/MS Tap, river, seawater >0.99 0.5–17.7 35–120 1–12%
(Liang et al., 2020)28 21 SUPRAS-based microextraction HPLC-Orbitrap Tap, river >0.99 10–80 72–118 1–11%
(Pico et al., 2012)29 10 SPE HPLC-MS/MS Surface water >0.99 0.02–1.5 55–85 Not reported
(Gebbink et al., 2017)26 14 SPE UPLC-MS/MS Tap, river >0.99 0.01–4 81–115 Not reported
(Ali et al., 2021)30 13 SPE HPLC MS/MS Seawater >0.99 0.04–4.1 17–117 Up to 10%


3.3. Background contamination

Procedural blanks (ultra-pure water extracted following the same procedure as the samples) were analysed to assess the initial concentrations of PFAS, and in all cases were below the MQLs. Similarly, the residual concentrations analysed from empty polypropylene bottles was considered negligible (results not shown). SPE cartridge blanks (no sample loaded) were tested for the presence of PFAS through the entire analytical procedure, with no levels detected above the MQLs for any compound. Instrumental blanks (methanol/water) were analysed every 5 sample injections, and no peaks were detected above the MDLs.

3.4. Environmental samples

A total of 12 water samples were analysed for method validation purposes, including a procedural blank (TW-C) and a solvent blank (TW-M). Results obtained are shown in Table 6 (data adjusted with recoveries). Fig. 4 shows the relative quantities of target analytes in each water sample. Out of the 15 compounds in the developed method, 8 were detected at least once in river water (Fig. S2). These samples contained the highest PFAS concentrations, with a maximum detected of 424 ng L−1 for PFPeA, followed by PFOA (approx 200 ng L−1), similarly to other studies carried out in surface waters, where PFAS levels have been found in the low ng L−1 range in rivers of urban catchments.31–33 In seawater samples, 7 compounds were detected, but only 3 were above MQLs. The highest concentrations were around 45 and 13 ng L−1 for the compounds PFBS and PFPeA, respectively, an order of magnitude lower than in river water, comparable to similar studies in ocean water. However, some studies reported concentrations at several orders of magnitude greater in highly polluted areas.27,34,35 In drinking water samples, only 5 compounds were detected with values > MQLs, in the range of 4–7 ng L−1, with very few exceptions. The most prevalent compounds were PFPeA and PFHxA, present in all types of water, and they had the highest concentrations. Literature shows that drinking water PFAS levels are usually low (pg L−1 range), but some studies have found them up to the μg L−1 level.36,37 As expected, concentrations were much higher in river water than seawater, and drinking water had the lowest levels, although still detectable for a considerable amount of compounds. This screening provides a valuable snapshot of what the situation is in Irish waters, but a more extensive monitoring campaign is required to understand the impact of seasonality and land use on the occurrence of these compounds in water systems.
Table 6 Concentration (ng L−1) of detected PFAS in environmental samples. BLK 1 represents the average results of the procedural blanks (ultra-pure water, n = 3). BLK 2 represents the SPE cartridge blank average results (n = 3). TW: drinking water. SW: seawater. RW: river water
Matrix PFPeA PFBS PFHxA GenX PFOA PFNA PFDA PFUdA
BLK 1 Blank H2O <MLQ <MLQ <MLQ <MQL <MLQ <MLQ <MLQ <MDL
BLK 2 Blank SPE <MLD <MDL <MDL <MQL <MDL <MQL <MQL <MDL
TW-A Drinking water <MLQ <MDL <MDL <MQL 5.3 <MQL <MQL <MDL
TW-B Drinking water <MLQ <MDL 10.7 <MQL 7.3 <MQL <MQL <MDL
TW-D Drinking water 5.3 4.1 6.6 15.6 6.8 <MQL <MQL <MDL
SW-MB Seawater <MLQ <MQL <MQL <MQL <MQL <MQL <MQL <MDL
SW-H Seawater 6.7 34.0 <MQL <MQL <MQL <MDL <MQL <MDL
SW-BI Seawater 13.5 45.3 7.0 <MQL <MQL <MQL <MQL <MDL
RW-N River water 301.2 49.5 134.6 39.1 172.9 43.0 22.2 6.9
RW-S River water 424.1 68.9 173.3 44.7 205.4 46.5 24.1 5.5
RW-L River water 250.2 64.0 122.7 33.4 138.2 30.8 15.8 6.9
RW-A River water 269.5 35.2 132.6 32.0 197.5 56.4 23.7 8.8



image file: d2ay00300g-f4.tif
Fig. 4 Concentration (ng L−1) of detected pfas in environmental samples. TW: drinking water. SW: seawater. RW: river water.

According to European legislation,18 levels of PFOS should be lower than 0.65 ng L−1 in surface water and lower than 0.13 ng L−1 in seawater. In this study, PFOS was not detected in any of the samples analysed. Quantification of PFAS in seawater at the required protection level and associated performance criteria for marine waters is particularly challenging. The detection limits achieved in this method (e.g., for PFOS in seawater 1.28 ng L−1) would allow for the method to be applied for ultra-trace screening of marine waters. For drinking water, the addition of all concentrations reached a maximum of 65 ng L−1, well below the 500 ng L−1 limit by the Drinking Water Directive.21 More concerning is the occurrence of GenX in surface waters at concentrations around 40 ng L−1. Although GenX is not currently regulated, this compound has demonstrated to be equally toxic than some of the legacy PFAS,24,38 and the US EPA has calculated that chronic toxicity for human consumption could be ten times greater than PFOS.39

4. Conclusions

While there are several LC-MS/MS based analytical methods for PFAS analysis reported in the literature,13,26,27,36,40 reliable analytical methods for trace determination of legacy and emerging PFAS in varied media, suitable for routine environmental risk assessment, is highly desirable. This study developed a simple, rapid, and efficient analytical method for the determination of 15 PFASs, including legacy and novel compounds, some of them heavily regulated, in different types of water: seawater, river and drinking water. The developed method allows the identification of short and long chain compounds, which in many cases it is linked to the type of application/source of each compound. The final procedure consisted of pre-concentration of water samples with anionic exchange solid-phase extraction, and the analysis was performed by HPLC-MS/MS, which provided the necessary sensitivity and selectivity for these contaminants. The method was applied to assess the occurrence of these contaminants in Ireland. The assessment of PFAS in real samples showed that PFPeA, PFOA, PFBS, and PFHxA were present in all types of water, and they occurred at the highest concentrations in all matrices. The highest concentrations were found in surface river waters, with a maximum value detected of 424 ng L−1 for PFPeA in the River Suir (Ireland). For drinking water, the levels detected were below the limits stated by the Drinking Water Directive.19

Conflicts of interest

There are no conflicts to declare.

Acknowledgements

This research (Grant aid agreement No PDOC/19/03/02) is carried out with the support of the Marine Institute, funded under the Marine Research Programme by the Irish Government.

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Footnote

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