Title
Dynamic environmental efficiency assessment for wastewater treatment plants
Date Issued
01 February 2018
Access level
metadata only access
Resource Type
journal article
Author(s)
Publisher(s)
Springer Verlag
Abstract
Purpose: Life cycle assessment (LCA) and data envelopment analysis (DEA) have been combined in numerous occasions in order to identify the environmental efficiency of multiple units. In many cases, important differences in environmental performance have been identified among the units, referred to as decision-making units (DMUs). However, most studies have been limited to 1 year of assessment, preventing the study from identifying if efficiency values were linked to a specific trend of each DMU through time or to random annual changes. Therefore, the current study delves into the temporal variations in efficiency using DEA. Materials and methods: A DEA window analysis is applied to a set of wastewater treatment plants for a 4-year interval between 2009 and 2012 with the aim of understanding the annual behaviour of WWTPs in terms of environmental sustainability. A set of 47 WWTPs located in different regions of Spain were analysed using a window of 4 years of operation, to account not only for the differences in eco-efficiency between plants but also for changes due to the numerous temporal factors that may affect individual plants. Results: Results extracted from the assessment suggested that for the vast majority of the facilities, the efficiency standards tended to remain constant through time. Statistical tests (i.e. ANOVA and Friedman’s test) confirmed there were no significant differences between years in the different group sizes. This finding, confirmed that the use of the slacks-based measure of efficiency (SBM) model for one single year of operation is a good proxy for the evaluation of the environmental efficiency of these systems. In addition, the scale factor was confirmed as a significant driving force regarding environmental efficiency and significant differences in efficiency values were identified between large and medium WWTPS, on the one hand, and smaller plants, on the other. Conclusions: Significant differences were detected among plants with different legislation thresholds for their effluent withdrawal. WWTP discharging to nonsensitive water bodies appeared to be able to repeatedly attain efficiency values near the benchmark, whereas facilities with stricter thresholds (i.e. sensitive water bodies) struggled to achieve those values, especially in the case of the smaller plants.
Start page
357
End page
367
Volume
23
Issue
2
Language
English
OCDE Knowledge area
Ingeniería ambiental y geológica
Ingeniería de procesos
Subjects
Scopus EID
2-s2.0-85017177588
Source
International Journal of Life Cycle Assessment
ISSN of the container
09483349
Sponsor(s)
Acknowledgements The authors acknowledge the financial support of the AQUAENVEC project (LIFE10 ENV/ES/000520) and COST Action ES1202. Authors with affiliation to the University of Santiago de Compostela (Spain) belong to CRETUS (AGRUP2015/02) and the Galician Competitive Research Group GRC 2013-032. Dr. Ian Vázquez-Rowe thanks the Galician Government for financial support. The work of Dr. Rosa M. Crujeiras has been funded by MTM2016-76969P (AEI/FEDER, UE).
Sources of information:
Directorio de Producción Científica
Scopus