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A comprehensive carbon footprint analysis of different wastewater treatment plant configurations.
Wu, Ziping; Duan, Haoran; Li, Kaili; Ye, Liu.
Afiliação
  • Wu Z; School of Chemical Engineering, The University of Queensland, St Lucia, QLD, Australia.
  • Duan H; School of Chemical Engineering, The University of Queensland, St Lucia, QLD, Australia; Australian Centre for Water and Environmental Biotechnology (ACWEB, Formerly AWMC), The University of Queensland, St. Lucia, QLD, 4072, Australia. Electronic address: h.duan@uq.edu.au.
  • Li K; School of Chemical Engineering, The University of Queensland, St Lucia, QLD, Australia.
  • Ye L; School of Chemical Engineering, The University of Queensland, St Lucia, QLD, Australia. Electronic address: l.ye@uq.edu.au.
Environ Res ; 214(Pt 2): 113818, 2022 11.
Article em En | MEDLINE | ID: mdl-35843274
ABSTRACT
With the growing concern of global warming, many water utilities are pioneering in mitigating greenhouse gas (GHG) emissions, with some water utilities aiming to achieve net-zero emissions operation in the next decade. However, for wastewater treatment plants (WWTPs), the carbon footprint of different treatment technologies and its contribution among various units within each treatment configuration is still unclear. This study evaluates the impacts of process design on the carbon footprint of WWTPs through the analysis of scope 1 (direct emission), scope 2 (indirect emission), and scope 3 (value chain emission) emissions. The comprehensive configuration design in this work considered three nutrient removal processes including typical aerobic and anaerobic wastewater treatment technologies. Emissions from the sludge management processes are also calculated, including aerobic and anaerobic sludge stabilization processes, short-term and long-term sludge storage, and three sludge disposal options. In total, 45 processes were analysed and the results were compared. The results showed the carbon footprints are highly dependent on the treatment configurations of WWTPs. Analysis suggested scope 2 & 3 emissions can be reduced by selecting suitable processes. In general, anaerobic wastewater and sludge stabilization technologies are more suitable than aerobic technologies to reduce scope 2 & 3 emissions, leading to a lower overall carbon footprint. In comparison, configuration design offers limited opportunities to reduce scope 1 emissions, which may be the future challenge for WWTP to achieve carbon neutrality.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Purificação da Água / Pegada de Carbono Idioma: En Revista: Environ Res Ano de publicação: 2022 Tipo de documento: Article País de afiliação: Austrália

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Purificação da Água / Pegada de Carbono Idioma: En Revista: Environ Res Ano de publicação: 2022 Tipo de documento: Article País de afiliação: Austrália