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Simultaneous Removal of Microplastics and Total Suspended Solids from Wastewater via a Novel Organosilane-Induced Agglomeration–Fixation Method at a Two-Stage Treatment Plant in Greece

Author

Listed:
  • Michael Toni Sturm

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

  • Daphne Argyropoulou

    (Sanitary Engineering Laboratory, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Iroon Polytechniou 9, 157 80 Athens, Greece)

  • Pieter Ronsse

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

  • Anika Korzin

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

  • Dennis Schober

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

  • Erika Myers

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

  • Antonis G. Eleftheriou

    (Environmental Research Department, Marine Conservation Greece, Lia Beach, Ano Mera, 846 00 Cyclades, Greece)

  • Ioannis Lelekis

    (Environmental Research Department, Marine Conservation Greece, Lia Beach, Ano Mera, 846 00 Cyclades, Greece)

  • Andriani Galani

    (Sanitary Engineering Laboratory, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Iroon Polytechniou 9, 157 80 Athens, Greece)

  • Katrin Schuhen

    (Wasser 3.0 gGmbH, Neufeldstr. 17a-19a, 76187 Karlsruhe, Germany)

Abstract

This study evaluated the performance of a pilot unit for the combined removal of microplastics and total suspended solids at the municipal wastewater treatment plant of Mykonos, Greece. The pilot unit was installed downstream of the two-stage conventional activated sludge line and operated in semi-continuous mode to demonstrate its function under real effluent conditions. Across five experimental loops, influent microplastics concentrations ranged from 633 to 5843 microplastics/L, while effluent values were reduced to 96–263 microplastics/L, corresponding to an average removal efficiency of 86 ± 8%. In parallel, total suspended solids decreased by 95 ± 3%, turbidity by 93 ± 7%, and chemical oxygen demand by 70 ± 20%, while pH and conductivity remained stable. Influent water showed pronounced variability in chemical oxygen demand, total suspended solids, and turbidity due to irregular wastewater deliveries, yet the pilot consistently stabilized the effluent quality. A correlation analysis revealed strong associations between turbidity, total suspended solids, and chemical oxygen demand in the influent, while effluent data indicated close links between microplastics removal and particulate reduction. These findings confirm the robustness of the organosilane-based agglomeration process and highlight its potential as an advanced treatment stage to reduce MP emissions, improve effluent stability, and mitigate environmental risks in receiving environments such as the Mediterranean Sea.

Suggested Citation

  • Michael Toni Sturm & Daphne Argyropoulou & Pieter Ronsse & Anika Korzin & Dennis Schober & Erika Myers & Antonis G. Eleftheriou & Ioannis Lelekis & Andriani Galani & Katrin Schuhen, 2026. "Simultaneous Removal of Microplastics and Total Suspended Solids from Wastewater via a Novel Organosilane-Induced Agglomeration–Fixation Method at a Two-Stage Treatment Plant in Greece," Clean Technol., MDPI, vol. 8(2), pages 1-16, March.
  • Handle: RePEc:gam:jcltec:v:8:y:2026:i:2:p:32-:d:1876869
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