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Methane correction factors for estimating emissions from aerobic wastewater treatment facilities based on field data in Mexico and on literature review

  • A. Noyola(corresponding author)
    ,
  • ,
  • L. P. Güereca
    ,
  • L. T. Molina
    ,
  • M. Zavala
*Corresponding author for this work
  • Universidad Nacional Autónoma de México
    ,
  • Instituto de Ingeniería
    ,
  • Molina Center for Energy and the Environment
Research Output:
Contribution to journal
Article
Peer-review

Open access

Sustainable Development Goals

  • SDG 13 - Climate Action
    SDG 13 Climate Action

Publication metrics

Metrics

Scopus
Citations
SciVal
FWCI
0.43
SciVal
Author count
5
SciVal
Citations
33
SciVal
Paper percentile
49

Abstract

Wastewater treatment (WWT) may be an important source of methane (CH4), a greenhouse gas with significant global warming potential. Sources of CH4 emissions from WWT facilities can be found in the water and in the sludge process lines. Among the methodologies for estimating CH4 emissions inventories from WWT, the more adopted are the guidelines of the Intergovernmental Panel on Climate Change (IPCC), which recommends default emission factors (Tier 1) depending on WWT systems. Recent published results show that well managed treatment facilities may emit CH4, due to dissolved CH4 in the influent wastewater; in addition, biological nutrient removal also will produce this gas in the anaerobic (or anoxic) steps. However, none of these elements is considered in the current IPCC guidelines. The aim of this work is to propose modified (and new) methane correction factors (MCF) regarding the current Tier 1 IPCC guidelines for CH4 emissions from aerobic treatment systems, with and without anaerobic sludge digesters, focusing on intertropical countries. The modifications are supported on in situ assessment of fugitive CH4 emissions in two facilities in Mexico and on relevant literature data. In the case of well-managed centralized aerobic treatment plant, a MCF of 0.06 (instead of the current 0.0) is proposed, considering that the assumption of a CH4-neutral treatment facility, as established in the IPCC methodology, is not supported. Similarly, a MCF of 0.08 is proposed for biological nutrient removal processes, being a new entry in the guidelines. Finally, a one-step straightforward calculation is proposed for centralized aerobic treatment plants with anaerobic digesters that avoids confusion when selecting the appropriate default MCF based on the Tier 1 IPCC guidelines.

Publication Information

Output type

Research Output:
Contribution to journal
Article
Peer-review

Original language

English

Pages from-to (Number of pages)

Pages 84-91 (8 pages)

Journal (Volume, Issue Number)

Science of the Total Environment (Volume 639)

Publication milestones

  • Published - 15/10/2018

Publication status

Published - 15/10/2018

ISSN

0048-9697

Publication IDs

  • Scopus: 85047176501
  • PubMed: 29778686

Funding Details

This work was supported by the project SLCF-2013 Mexico, which was funded by Global Environment Facility (GEF) and coordinated by the Molina Center for Energy and the Environment, under contract GFL-4C58 of UNEP. The authors would like to acknowledge the Aerodyne Mobile Laboratory team for providing the data used in this study obtained during the SLCF-2013 Mexico Campaign. M.G. Paredes is grateful to the National Council of Science and Technology (CONACyT) for providing her PhD scholarship. This work was supported by the project SLCF-2013 Mexico, which was funded by Global Environment Facility (GEF) and coordinated by the Molina Center for Energy and the Environment, under contract GFL-4C58 of UNEP. The authors would like to acknowledge the Aerodyne Mobile Laboratory team for providing the data used in this study obtained during the SLCF-2013 Mexico Campaign. M.G. Paredes is grateful to the National Council of Science and Technology (CONACyT) for providing her PhD scholarship.
FundersFunding numbers
National Council of Science and Technology
-
GEF
GFL-4C58
GEF
-
CONACYT
-