Identification of microplastic pathways within a typical European urban wastewater system
In recent years, thermoextraction/desorption‐gas chromatography/mass spectrometry (TED‐GC/MS) has been developed as a rapid detection method for the determination of microplastics (MP) mass contents in numerous environmentally relevant matrices and, in particular, for the measurement of polymers in...
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description | In recent years, thermoextraction/desorption‐gas chromatography/mass spectrometry (TED‐GC/MS) has been developed as a rapid detection method for the determination of microplastics (MP) mass contents in numerous environmentally relevant matrices and, in particular, for the measurement of polymers in water samples without time‐consuming sample preparation. The TED‐GC/MS method was applied to investigate a typical European municipal wastewater system for possible MP masses. Such investigations are important in view of the recent revision of the Urban Wastewater Treatment Directive. Four different representative sampling sites were selected: greywater (domestic wastewater without toilet), combined sewer, and influent and effluent of a wastewater treatment plant (WWTP). All samples were collected by fractional filtration. Filtration was carried out over mesh sizes of 500, 100, 50, and in some cases, 5 µm. Polyethylene (PE), polypropylene (PP), and polystyrene (PS) were detected in all samples, with the PE fraction dominating in all cases. Styrene‐butadiene rubber which serves as an indication of tire abrasion, was only found in the influent of the WWTP. The highest MP mass contents were found in the combined sewer, so MP can become a source of pollution during heavy rain events when the capacity limits of the effluent are reached, and the polluted effluent is released uncontrolled into the environment. Based on the studies, MP retention from the WWTP could be estimated to be approximately 96%. Few trends in polymer type or mass contents were detected within the different fractions of the samples or when comparing samples to each other. |
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The TED‐GC/MS method was applied to investigate a typical European municipal wastewater system for possible MP masses. Such investigations are important in view of the recent revision of the Urban Wastewater Treatment Directive. Four different representative sampling sites were selected: greywater (domestic wastewater without toilet), combined sewer, and influent and effluent of a wastewater treatment plant (WWTP). All samples were collected by fractional filtration. Filtration was carried out over mesh sizes of 500, 100, 50, and in some cases, 5 µm. Polyethylene (PE), polypropylene (PP), and polystyrene (PS) were detected in all samples, with the PE fraction dominating in all cases. Styrene‐butadiene rubber which serves as an indication of tire abrasion, was only found in the influent of the WWTP. The highest MP mass contents were found in the combined sewer, so MP can become a source of pollution during heavy rain events when the capacity limits of the effluent are reached, and the polluted effluent is released uncontrolled into the environment. Based on the studies, MP retention from the WWTP could be estimated to be approximately 96%. 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The TED‐GC/MS method was applied to investigate a typical European municipal wastewater system for possible MP masses. Such investigations are important in view of the recent revision of the Urban Wastewater Treatment Directive. Four different representative sampling sites were selected: greywater (domestic wastewater without toilet), combined sewer, and influent and effluent of a wastewater treatment plant (WWTP). All samples were collected by fractional filtration. Filtration was carried out over mesh sizes of 500, 100, 50, and in some cases, 5 µm. Polyethylene (PE), polypropylene (PP), and polystyrene (PS) were detected in all samples, with the PE fraction dominating in all cases. Styrene‐butadiene rubber which serves as an indication of tire abrasion, was only found in the influent of the WWTP. 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Few trends in polymer type or mass contents were detected within the different fractions of the samples or when comparing samples to each other.</description><subject>Combined sewers</subject><subject>Domestic wastewater</subject><subject>Effluents</subject><subject>Filtration</subject><subject>Gas chromatography</subject><subject>Greywater</subject><subject>Mass spectrometry</subject><subject>Mass spectroscopy</subject><subject>Microplastics</subject><subject>Municipal wastewater</subject><subject>Plastic debris</subject><subject>Pollution sources</subject><subject>Polyethylenes</subject><subject>Polymers</subject><subject>Polypropylene</subject><subject>Polystyrene</subject><subject>Polystyrene resins</subject><subject>Rainfall</subject><subject>Sample preparation</subject><subject>Styrene</subject><subject>Wastewater treatment</subject><subject>Wastewater treatment plants</subject><subject>Water analysis</subject><subject>Water sampling</subject><subject>Water treatment</subject><issn>2702-4288</issn><issn>2702-4288</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNpNkMFLwzAUh4MoOOaungOeO9OktslRxtTBwIsePIU0eWEZXRuTlNL_3oyJeHnvd_h4j9-H0H1J1iUh9FF5360poZQQ0vArtKANoUVFOb_-l2_RKsZjRmhTk1qIBfraGeiTs06r5IYeDxafnA6D71RMTmOv0mFSc8STSwfXY4XT7DPc4e2YKVA9HkOb55R5mFSCgOOc4-kO3VjVRVj97iX6fNl-bN6K_fvrbvO8LzSllBdc81bUDYB-ao2oLTdVa4ABo2CrqgVNVVsaAUYwyFwNnFVcNAaqGphtGVuih8tdH4bvEWKSx2EMfX4pWVaRu5a0ydT6QuVuMQaw0gd3UmGWJZFng_JsUP4ZZD9z4mZm</recordid><startdate>202310</startdate><enddate>202310</enddate><creator>Altmann, Korinna</creator><creator>Goedecke, Caroline</creator><creator>Bannick, Claus‐Gerhard</creator><creator>Abusafia, Attaallah</creator><creator>Scheid, Christian</creator><creator>Steinmetz, Heidrun</creator><creator>Paul, Andrea</creator><creator>Beleites, Claudia</creator><creator>Braun, Ulrike</creator><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0002-3682-3637</orcidid><orcidid>https://orcid.org/0000-0003-3685-9477</orcidid><orcidid>https://orcid.org/0000-0003-3467-4882</orcidid><orcidid>https://orcid.org/0000-0003-1740-2631</orcidid></search><sort><creationdate>202310</creationdate><title>Identification of microplastic pathways within a typical European urban wastewater system</title><author>Altmann, Korinna ; 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The highest MP mass contents were found in the combined sewer, so MP can become a source of pollution during heavy rain events when the capacity limits of the effluent are reached, and the polluted effluent is released uncontrolled into the environment. Based on the studies, MP retention from the WWTP could be estimated to be approximately 96%. Few trends in polymer type or mass contents were detected within the different fractions of the samples or when comparing samples to each other.</abstract><cop>Fulda</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1002/appl.202200078</doi><orcidid>https://orcid.org/0000-0002-3682-3637</orcidid><orcidid>https://orcid.org/0000-0003-3685-9477</orcidid><orcidid>https://orcid.org/0000-0003-3467-4882</orcidid><orcidid>https://orcid.org/0000-0003-1740-2631</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Combined sewers Domestic wastewater Effluents Filtration Gas chromatography Greywater Mass spectrometry Mass spectroscopy Microplastics Municipal wastewater Plastic debris Pollution sources Polyethylenes Polymers Polypropylene Polystyrene Polystyrene resins Rainfall Sample preparation Styrene Wastewater treatment Wastewater treatment plants Water analysis Water sampling Water treatment |
title | Identification of microplastic pathways within a typical European urban wastewater system |
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