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Stormwater discharges affect PFAS occurrence, concentrations, and spatial distribution in water and bottom sediment of urban streams
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.ORCID iD: 0000-0002-0747-081X
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.ORCID iD: 0000-0002-4732-7348
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.ORCID iD: 0000-0003-1725-6478
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.ORCID iD: 0000-0001-5548-4397
2025 (English)In: Water Research, ISSN 0043-1354, E-ISSN 1879-2448, Vol. 271, article id 122973Article in journal (Refereed) Published
Abstract [en]

Per- and polyfluoroalkyl substances (PFAS) are extensively used in urban environments and are, thus, found in urban stormwater. However, the relevance of stormwater as a pathway for PFAS to urban streams is largely unknown. This study evaluated the impact of urban stormwater runoff on PFAS concentrations and spatial distribution in three urban streams affected by stormwater discharges from separate sewer systems. River water was sampled during dry (DW) and wet weather (WW) upstream, immediately downstream, and further downstream of three urbanized areas with separate sewer systems and with and without point sources (i.e. waste water treatment plant, airports). Water samples were analyzed for 34 targeted PFAS compounds and sediment samples for 35 targeted PFAS and 30 PFAS compounds using a total oxidizable precursor assay. The sum of the quantified PFAS concentrations ranged from the reporting limit (RL) to 84.7 ng/L during DW and increased as the streams were affected by WW discharges (0.87 to 102.3 ng/L). The highest PFAS concentrations were found downstream of urban areas and/or point sources (i.e. airports) during WW, indicating a clear contribution from stormwater discharges. A consistent PFAS contribution from the WWTP was observed under both DW and WW conditions. During WW events, concentrations of perfluorooctanesulfonic acid (PFOS) and total PFAS (PFOA equivalents) exceeded the annual average environmental quality standards, which are an established limit of 0.65 ng/L for PFOS and a proposed limit of 4.4 ng/L for total PFAS. Notably, except for the legacy PFAS, PFOS and perfluorooctanoic acid (PFOA), the most frequently quantified PFAS during DW were short-chain. For WW, long-chain perfluorocarboxylic acids (PFCAs) and a precursor, 6:2 Fluorotelomer sulfonic acid (6:2 FTS), were more frequently quantified, suggesting stormwater is a source of these longer-chain and particle-associated PFAS. The detection of unregulated fluorotelomer sulfonates (FTSs) such as 6:2 and 8:2 FTS during WW suggests a need for regulatory action, as these compounds can degrade into more stable PFAS. In sediment, higher concentrations, and a greater variety of PFAS were found at sites with known point sources i.e. airports. Long-chain PFCAs (C7–C13), perfluoroalkyl sulfonates (PFSAs) (C6), and precursors (i.e. N-Ethyl perfluorooctane sulfonamidoacetic acid), were more prevalent in sediments than in the water. Notably, PFOS concentrations in sediment exceeded the lowest Predicted No-Effect Concentration (PNEC) across sites, posing a potential long-term environmental risk, though current PNECs for other PFAS may underestimate such risks. The findings of the study highlight urban stormwater as a source of PFAS to urban streams indicating the need to minimize PFAS sources in the urban environment and to effectively treat stormwater to protect receiving water bodies.

Place, publisher, year, edition, pages
Elsevier Ltd , 2025. Vol. 271, article id 122973
Keywords [en]
Urban runoff, Receiving water, Urban river, Wet weather, Contaminant of emerging concern, Perfluoroalkyl and polyfluoroalkyl substances
National Category
Environmental Sciences Water Engineering
Research subject
Urban Water Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-111238DOI: 10.1016/j.watres.2024.122973PubMedID: 39700609Scopus ID: 2-s2.0-85212533156OAI: oai:DiVA.org:ltu-111238DiVA, id: diva2:1925202
Funder
Swedish Environmental Protection Agency, Grant numbers 06920-21 and 03808-23Vinnova, Grant numbers 2016–05176 and 2022-03092
Note

Validerad;2025;Nivå 2;2025-01-08 (joosat);

Full text: CC BY license;

Available from: 2025-01-08 Created: 2025-01-08 Last updated: 2025-02-11Bibliographically approved
In thesis
1. Contaminants in receiving water bodies driven by urban stormwater runoff
Open this publication in new window or tab >>Contaminants in receiving water bodies driven by urban stormwater runoff
2025 (English)Licentiate thesis, comprehensive summary (Other academic)
Abstract [en]

Understanding pollutant pathways to receiving water bodies is essential for implementing effective mitigation measures (including adequate treatment and/or source control) and meeting regulatory guidelines. The research for this Licentiate thesis aimed to improve knowledge of urban stormwater contributions to receiving water bodies, with a focus on common contaminants in stormwater runoff, and assess the potential risks these substances pose. The study is based on an extensive dataset collected from field sampling campaigns carried out along three urban streams in Sweden, all of which primarily receive untreated stormwater discharges through separate sewer systems when passing through urban areas.

Field sampling results indicate that during wet weather events, the concentrations of total suspended solids (TSS) and metals associated with anthropogenic activities originating from traffic-related activities and building and infrastructure materials – such as chromium (Cr), nickel (Ni), and zinc (Zn) – increase in the streams, confirming the impact of urban stormwater discharges. Further, the concentrations of per- and polyfluoroalkyl substances (PFAS) were also increased in the streams under wet weather conditions, with total quantified concentrations (sum of 34 PFAS) ranging from below the reporting limit up to 84.7 ng/L during dry weather and increasing under wet weather conditions (0.87 to 102.3 ng/L). The stormwater discharges introduced a great variety of PFAS to the streams, particularly longer chain PFAS. In sediments, both higher concentrations and a greater variety of PFAS were found at sampling sites located downstream of urban areas as well as sites close by known point sources, such as airports. Of all contaminant groups analyzed, PFAS stood out as the only compound family consistently detected in both the water and sediment phases. Most other organic contaminants, including phthalates and polycyclic aromatic hydrocarbons (PAHs), were not detected above reporting limits in stream water but were quantified in bottom sediments. The concentration and occurrence of these hydrophobic organic contaminants in bottom sediment followed the urbanization gradient, with higher concentrations observed at downstream sampling sites near urban areas or known point sources, such as industrial areas and airports, compared to upstream sites. This suggests that urban runoff mobilizes and transports these contaminants from urban areas to receiving water bodies, leading to their accumulation in sediments. In contrast, organotin compounds likely originate from sources other than stormwater runoff (remains unidentified), while phenolic substances did not exhibit a clear pattern indicative of transport through urban runoff.

Risk assessment of the streams revealed contamination levels in bottom sediments, where 20 out of 82 assessed compounds – including PAHs, phenols, phthalates, and PFAS – exceeded toxicity-based limits (i.e. Predicted No-Effect Concentration (PNEC) and Annual Average Environmental Quality Standards (AA-EQS)). In the sediment phase, exceedance rates ranged from 2 to 105 times. Notably, 4-tert-octylphenol (4-t-OP) exceeded PNEC by up to 105 times, while perfluorooctane sulfonate (PFOS) consistently surpassed the critical threshold, with concentrations reaching 140 times the toxicity-based threshold (PNEC). In the water phase, in general exceedance rates were lower than in bottom sediment, nevertheless exceedance rates for PFOS and Total PFOA Eqv remained critically high, particularly under wet weather conditions. Findings also highlighted the limitations of current risk assessment methods, which may underestimate risks primarily due to the lack of experimentally derived PNEC values.

Place, publisher, year, edition, pages
Luleå: Luleå University of Technology, 2025
Series
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757
Keywords
urban runoff, micropollutants, urban river, wet weather, emerging contaminants
National Category
Water Engineering
Research subject
Centre - Centre for Stormwater Management (DRIZZLE); Urban Water Engineering
Identifiers
urn:nbn:se:ltu:diva-111427 (URN)978-91-8048-742-9 (ISBN)978-91-8048-743-6 (ISBN)
Presentation
2025-03-26, A117, Luleå University of Technology, Luleå, 09:00 (English)
Opponent
Supervisors
Available from: 2025-01-27 Created: 2025-01-27 Last updated: 2025-03-05Bibliographically approved

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Kali, Suna EkinÖsterlund, HeléneViklander, MariaBlecken, Godecke-Tobias

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