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Article

LCA of a Membrane Bioreactor Compared to Activated Sludge System for Municipal Wastewater Treatment

1
Laboratory of Technologies of Environmental Protection and Utilization of Food By-Products, Department of Food Science and Technology, International Hellenic University, GR-57400 Thessaloniki, Greece
2
Laboratory of Chemical Engineering and Engineering Sustainability, Faculty of Pure and Applied Sciences, Environmental Conservation and Management, Open University of Cyprus, Latsia P.O. Box 12794, Nicosia 2252, Cyprus
*
Author to whom correspondence should be addressed.
Membranes 2020, 10(12), 421; https://doi.org/10.3390/membranes10120421
Submission received: 6 November 2020 / Revised: 7 December 2020 / Accepted: 11 December 2020 / Published: 14 December 2020
(This article belongs to the Special Issue New Perspectives on Membrane Bioreactors)

Abstract

Membrane bioreactor (MBR) systems are connected to several advantages compared to the conventional activated sludge (CAS) units. This work aims to the examination of the life cycle environmental impact of an MBR against a CAS unit when treating municipal wastewater with similar influent loading (BOD = 400 mg/L) and giving similar high-quality effluent (BOD < 5 mg/L). The MBR unit contained a denitrification, an aeration and a membrane tank, whereas the CAS unit included an equalization, a denitrification, a nitrification, a sedimentation, a mixing, a flocculation tank and a drum filter. Several impact categories factors were calculated by implementing the Life Cycle Assessment (LCA) methodology, including acidification potential, eutrophication potential, global warming potential (GWP), ozone depletion potential and photochemical ozone creation potential of the plants throughout their life cycle. Real data from two wastewater treatment plants were used. The research focused on two parameters which constitute the main differences between the two treatment plants: The excess sludge removal life cycle contribution—where GWPMBR = 0.50 kg CO2-eq*FU−1 and GWPCAS = 2.67 kg CO2-eq*FU−1 without sludge removal—and the wastewater treatment plant life cycle contribution—where GWPMBR = 0.002 kg CO2-eq*FU−1 and GWPCAS = 0.14 kg CO2-eq*FU−1 without land area contribution. Finally, in all the examined cases the environmental superiority of the MBR process was found.
Keywords: life cycle impact assessment; membrane bioreactor; conventional activated sludge; municipal wastewater treatment; environmental impact life cycle impact assessment; membrane bioreactor; conventional activated sludge; municipal wastewater treatment; environmental impact

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MDPI and ACS Style

Banti, D.C.; Tsangas, M.; Samaras, P.; Zorpas, A. LCA of a Membrane Bioreactor Compared to Activated Sludge System for Municipal Wastewater Treatment. Membranes 2020, 10, 421. https://doi.org/10.3390/membranes10120421

AMA Style

Banti DC, Tsangas M, Samaras P, Zorpas A. LCA of a Membrane Bioreactor Compared to Activated Sludge System for Municipal Wastewater Treatment. Membranes. 2020; 10(12):421. https://doi.org/10.3390/membranes10120421

Chicago/Turabian Style

Banti, Dimitra C., Michail Tsangas, Petros Samaras, and Antonis Zorpas. 2020. "LCA of a Membrane Bioreactor Compared to Activated Sludge System for Municipal Wastewater Treatment" Membranes 10, no. 12: 421. https://doi.org/10.3390/membranes10120421

APA Style

Banti, D. C., Tsangas, M., Samaras, P., & Zorpas, A. (2020). LCA of a Membrane Bioreactor Compared to Activated Sludge System for Municipal Wastewater Treatment. Membranes, 10(12), 421. https://doi.org/10.3390/membranes10120421

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