Abstract

Global emissions linked to wastewater treatment are estimated to account for up to 1.5 % of total greenhouse gas (GHG) emissions globally. However, few studies have measured GHG emissions from domestic on-site treatment systems (DWWTSs) directly. In this study, two DWWTSs were monitored for 446 days and > 42,000 gas flux measurements were conducted using both discrete spot measurements and continuous flux chamber deployments. The observed GHG fluxes from biological activity in the soil and water phase were found to be highly spatially and temporally variable and correlated to environmental factors, water usage patterns and system design. In total, the results show that a septic tank discharging effluent into a well-designed soil treatment unit is estimated to emit a net 9.99 kg-CO2eq cap−1 yr−1, with approximately 63 %, 27 % and 10 % of the total CO2-equivalent net emissions in the form of CO2, CH4 and N2O, respectively. Emissions from the septic tank surface contributed over 50 % of total emissions and tended to be strongly underestimated by one-off discrete measurements, especially when episodic ebullitive events are to be considered. Fluxes from the soil treatment unit (STU) stemmed from both the soil surface and the vent system, but were also found to be periodically negative, i.e. net uptakes. Soil fluxes were mostly influenced by temperature but peaked regularly under conditions of rapidly changing soil water content. Vent fluxes were mostly governed by effluent quality and a low number of high emission events was responsible for the majority of total observed vent emissions. Owing to the strong overall spatial and temporal heterogeneity of observed fluxes from DWWTSs across all modules, future studies should focus on continuous deployments of a number of flux chambers over discrete measurements to accurately assess GHG emissions from on-site systems. This study also provided insights into managing GHG emissions from DWWTSs by different system configuration design, as well as indicating that the current IPCC emission factors for CH4 and N2O are significantly overestimating emissions for on-site wastewater treatment systems.

Highlights

  • Overall greenhouse gas (GHG) emissions from the waste and wastewater sector contribute an estimated 2% to the total national emissions in Ireland (EPA 2018)

  • 2.5% of the observations were recorded at 165 the septic tank (ST) surface, 0.5% at the soil treatment unit (STU) vent system and the remainder over the STU from the soil gas flux measurements, mainly during the automated long-term deployments

  • While the overall pollutant loading out of the ST in Site A was generally lower as compared to Site B, the rotating biological contactor (RBC) installed on Site B performed considerably better when it came to removing organics and TN than the media filter in Site A

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Summary

Introduction

Overall greenhouse gas (GHG) emissions from the waste and wastewater sector contribute an estimated 2% to the total national emissions in Ireland (EPA 2018). Global emissions linked to wastewater treatment are estimated to account for up to 1.5% of total GHG and 5% of non–CO2 GHG emissions, and are expected to contribute 42% to all waste–related GHG emissions by 2030, compared to 36% in 1990 (Bogner et al 2008; US EPA 2012). 30 wastewater treatment systems is currently based on the application of estimation methodologies that have been published by the Intergovernmental Panel on Climate Change (IPCC 2013). National and global estimations are considered highly uncertain as they are based on a limited number of case studies and rely heavily on secondary assumptions such as load-based calculations or emission factors rather than primary data

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