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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

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2018 Impact Factor: 3.883

Front. Environ. Sci. Eng.    2023, Vol. 17 Issue (8) : 99    https://doi.org/10.1007/s11783-023-1699-8
RESEARCH ARTICLE
Microplastics in municipal wastewater treatment plants: a case study of Denizli/Turkey
Pelin Koyuncuoğlu(), Gülbin Erden
Environmental Engineering Department, Engineering Faculty, Pamukkale University, Kınıklı Campus, Denizli 20160, Turkey
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Abstract

● High amounts of microplastics are released to receiving media from WWTPs.

● The effect of classical treatment processes on MP removal is important.

● MP load in the effluent of WWTPs is important for developing treatment technology.

● Additional physical treatment could help further reduce MP discharge.

Plastic particles smaller than 5 mm are microplastics. They are among the significant pollutants that recently attracted attention. Great quantities of microplastics enter the sewage system daily and reach wastewater treatment plants (WWTPs). As a result, WWTPs are potential microplastic sources. Hence, they create a pathway for microplastics to reach aquatic environments with treated wastewater discharge. Studies on microplastic characterization in WWTPs have gained momentum in academia. This study investigates the abundance, size, shape, color, polymer type, and removal efficiencies of microplastics in a municipal wastewater treatment plant (WWTP) in Denizli/Turkey. The results showed that the dominant microplastic shape in wastewater samples was fibers (41.78%–60.77%) in the 100–500 µm (58.57%–80.07%) size range. Most of the microplastics were transparent-white (32.86%–58.93%). The dominant polymer types were polyethylene (54.05%) and polyethylene vinyl acetate (37.84%) in raw wastewater. Furthermore, the microplastic removal efficiencies of the Denizli Central WWTP as a whole and for individual treatment units were evaluated. Although the microplastic pollution removal efficiency of the Denizli Central WWTP was over 95%, the microplastic concentration discharged daily into the receiving environment was considerably high (1.28 × 1010 MP/d). Thus, Denizli Central WWTP effluents result in a high volume of emissions in terms of microplastic pollution with a significant daily discharge to the Çürüksu Stream.

Keywords Microplastics      Wastewater treatment plant      Removal efficiency      Daily discharge     
Corresponding Author(s): Pelin Koyuncuoğlu   
Issue Date: 09 March 2023
 Cite this article:   
Pelin Koyuncuo?lu,Gülbin Erden. Microplastics in municipal wastewater treatment plants: a case study of Denizli/Turkey[J]. Front. Environ. Sci. Eng., 2023, 17(8): 99.
 URL:  
https://academic.hep.com.cn/fese/EN/10.1007/s11783-023-1699-8
https://academic.hep.com.cn/fese/EN/Y2023/V17/I8/99
Fig.1  Microplastic concentrations in wastewater samples.
Fig.2  Size distribution of microplastics in wastewater.
SizeGrit chambers effluent (W2)Primary settling effluent (W3)Treated wastewater (W4)
> 1000 μm11.40%69.80%78.69%
500–1000 μm44.99%45.31%84.76%
100–500 μm13.17%66.20%92.34%
Tab.1  The effect of treatment units on the removal of microplastics of different sizes
Fig.3  Color distribution of microplastics detected in wastewater.
Fig.4  Shape distribution of microplastics detected in wastewater.
ShapeGrit chambers effluent(W2)Primary settling effluent (W3)Treated wastewater (W4)
Fragment6.63%77.56%83.54%
Fiber26.25%48.43%90.26%
Film11.52%75.47%92.09%
Tab.2  The effect of treatment units on the removal of microplastics of different shapes
Fig.5  Polymer type of microplastics in raw wastewater.
Flow rate (m3/d)Microplastic concentration (MP/m3)Microplastic load (MP/d)
Qinfluent: 102129W1: 4.8 × 106W1: 4.90 × 1011
Qeffluent: 91256W4: 1.4 × 105W4: 1.28 × 1010
Tab.3  Microplastic loads entering the Denizli Central WWTP and discharged to receiving media (?ürüksu stream)
CountryTreatment type/Wastewater originSmallest mesh size (μm)Analytical methodsMicroplastic concentration (MP/L)Microplastic removal rate (%)Daily microplastic discharge (MP/d)
InfluentEffluent
Spain (Bayo et al., 2021)Tertiary Treatment/Municipal200Optical microscope, FTIR2.74 ± 0.490.98 ± 0.2764.261.6 × 107
Spain (Franco et al., 2021)Secondary Treatment/Municipal100Optical microscope, FTIR645.03 ± 182.2416.40 ± 7.8597.20(1.49–1.94) × 109
Secondary Treatment/Industrial1567.49 ± 413.18131.35 ± 95.3691.62(1.07–2.64) × 107
Republic of Korea (Hidayaturrahman and Lee, 2019)Tertiary Treatment/Industrial53.17Microscope42003399.20.88 × 109
Tertiary Treatment/Municipal64.013140029799.1139.48 × 109
Tertiary Treatment/Municipal26.5858406698.947.24 × 109
United Kingdom (Blair et al., 2019)Tertiary Treatment/Municipal60Stereomicroscope, FTIR3–101–3~962.2 × 107
Denmark (Simon et al., 2018)Not defined/10 different WWTP (9 domestic, 1 municipal)10FPA-FTIR2223–18285(Average: 7216)61–1189(Average: 250)99.33 t/a
Canada (Gies et al., 2018)Secondary Treatment/Municipal64Stereomicroscope, FTIR31.1 ± 6.700.5 ± 0.297.1–99.1(0.1–0.3) × 109
Turkey (This study)Secondary Treatment/Municipal100Stereomicroscope, FTIR480014097.081.28 × 1010
Tab.4  Microplastic concentrations detected in the literature and daily discharged to the receiving environment
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