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RESEARCH PRODUCT
Particle balance and return loops for microplastics in a tertiary-level wastewater treatment plant.
Julia TalvitieAnna K. KarjalainenPauliina SalmiAnna MikolaKalle RyyminEmilia Uurasjärvisubject
wastewater sludgeMicroplastics0208 environmental biotechnologySewage02 engineering and technology010501 environmental sciencesWastewater01 natural sciencesEnvironmental technology. Sanitary engineeringWaste Disposal Fluidenzymatic purificationREMOVALTD1-1066FinlandWater Science and Technologymikromuovisewage sludgeSewagePulp and paper industry6. Clean waterparticle balancewastewater treatmentWastewaterSewage treatmentPlasticsMicroplasticsEnvironmental EngineeringmicroplasticsSEWAGE-SLUDGEFATEjätevesilietereturn loopWater Purificationreject waterEffluentwastewater treatment plant0105 earth and related environmental sciencesjäteveden käsittelyjätevedenpuhdistamotvedenpuhdistusIDENTIFICATIONbusiness.industryremoval020801 environmental engineeringmikroroskatmuoviSewage sludge treatmentEnvironmental scienceidentificationbusinessSludgeWater Pollutants ChemicalWaste disposaldescription
Highlights: Dewatering by centrifugation was a step that removed a high number of MPs from the sludge. Sludge retained especially the fibrous microplactics. Reject water transported microplastics inside a wastewater treatment plant. Disc filter-based tertiary treatment ensured removal of 99% of microplastics in wastewater. Microplastics (MPs) from households, stormwater, and various industries are transported to wastewater treatment plants (WWTPs), where a high proportion of them are captured before discharging their residuals to watersheds. Although recent studies have indicated that the removed MPs are mainly retained in wastewater sludge, sludge treatment processes have gained less attention in MP research than water streams at primary, secondary, and tertiary treatments. In this study, we sampled 12 different process steps in a tertiary-level municipal WWTP in central Finland. Our results showed that, compared to the plant influent load, three times more MPs circulated via reject water from the sludge centrifugation back to the beginning of the treatment process. Fibrous MPs were especially abundant in the dewatered sludge, whereas fragment-like MPs were observed in an aqueous stream. We concluded that, compared to the tertiary effluent, sludge treatment is the major exit route for MPs into the environment, but sludge treatment is also a return loop to the beginning of the process. Our sampling campaign also demonstrated that WWTPs with varying hydraulic conditions (such as the one studied here) benefit from disc filter-based tertiary treatments in MP removal.
year | journal | country | edition | language |
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2021-07-01 | Water science and technology : a journal of the International Association on Water Pollution Research |