Published October 15, 2017 | Version v1
Journal article

A review on nitrous oxide (N2O) emissions during biological nutrient removal from municipal wastewater and sludge reject water

  • 1. Institute of Environment, Health and Societies, Brunel University London, Kingston Lane, Middlesex, UB8 3PH, Uxbridge (United Kingdom)
  • 2. Department of Mechanical, Aerospace and Civil Engineering, Brunel University London, Uxbridge Campus, Middlesex, UB8 3PH, Uxbridge (United Kingdom)
  • 3. Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, 5 Iroon Polytechniou St., Zographou Campus, 15780 Athens (Greece)
  • 4. GENOCOV, Departament d'Enginyeria Química, Biològica i Ambiental, Escola d'Enginyeria, Universitat Autònoma de Barcelona, Cerdanyola del Vallés (Barcelona), 08193 Barcelona (Spain)

Description

Nitrous oxide (N2O) is an important pollutant which is emitted during the biological nutrient removal (BNR) processes of wastewater treatment. Since it has a greenhouse effect which is 265 times higher than carbon dioxide, even relatively small amounts can result in a significant carbon footprint. Biological nitrogen (N) removal conventionally occurs with nitrification/denitrification, yet also through advanced processes such as nitritation/denitritation and completely autotrophic N-removal. The microbial pathways leading to the N2O emission include hydroxylamine oxidation and nitrifier denitrification, both activated by ammonia oxidizing bacteria, and heterotrophic denitrification. In this work, a critical review of the existing literature on N2O emissions during BNR is presented focusing on the most contributing parameters. Various factors increasing the N2O emissions either per se or combined are identified: low dissolved oxygen, high nitrite accumulation, low chemical oxygen demand to nitrogen ratio, slow growth of denitrifying bacteria, uncontrolled pH and temperature. However, there is no common pattern in reporting the N2O generation amongst the cited studies, a fact that complicates its evaluation. When simulating N2O emissions, all microbial pathways along with the potential contribution of abiotic N2O production during wastewater treatment at different dissolved oxygen/nitrite levels should be considered. The undeniable validation of the robustness of such models calls for reliable quantification techniques which simultaneously describe dissolved and gaseous N2O dynamics. Thus, the choice of the N-removal process, the optimal selection of operational parameters and the establishment of validated dynamic models combining multiple N2O pathways are essential for studying the emissions mitigation. - Highlights: • Processes related to AOB and denitrification are the major N2O contributors in BNR. • DO is the most important operational parameter affecting the N2O generation. • Emission factor calculation is affected by scale and operational design. • N2O measurement, quantification and reporting procedures should be standardized. • Full-scale modeling should include all microbial pathways and N2O stripping.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.scitotenv.2017.03.191

Additional details

Identifiers

DOI
10.1016/j.scitotenv.2017.03.191;
PII
S0048-9697(17)30704-0;

Publishing Information

Journal Title
Science of the Total Environment
Journal Volume
596-597
Journal Page Range
p. 106-123
ISSN
0048-9697
CODEN
STENDL

Optional Information

Copyright
Copyright (c) 2017 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.