2010
DOI: 10.1016/j.watres.2009.11.031
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Comprehensive life cycle inventories of alternative wastewater treatment systems

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Cited by 343 publications
(219 citation statements)
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“…Life cycle assessment has widely been used to assess GHG emissions and other associated environmental impacts for water supply and wastewater treatment options in Australia and elsewhere in the world (Barber 2008;Coday et al 2015;de Haas et al 2009;Foley et al 2007;Foley et al 2010;Hall et al 2011;Raluy et al 2005;Stokes and Horvath 2006;Lane et al 2010;Lundie et al 2004;Racoviceanu et al 2007;Shahabi et al 2015a;Yoshida et al 2013). None of them have calculated the net GHG emissions from all existing and alternative water supply options in Western Australia.…”
Section: Introductionmentioning
confidence: 99%
“…Life cycle assessment has widely been used to assess GHG emissions and other associated environmental impacts for water supply and wastewater treatment options in Australia and elsewhere in the world (Barber 2008;Coday et al 2015;de Haas et al 2009;Foley et al 2007;Foley et al 2010;Hall et al 2011;Raluy et al 2005;Stokes and Horvath 2006;Lane et al 2010;Lundie et al 2004;Racoviceanu et al 2007;Shahabi et al 2015a;Yoshida et al 2013). None of them have calculated the net GHG emissions from all existing and alternative water supply options in Western Australia.…”
Section: Introductionmentioning
confidence: 99%
“…A multiplicative approach was utilized to account for other miscellaneous WTTP construction materials (reinforcing steel, transportation, wiring, etc.) as outlined by Fahner 80 and Doka 81 and used by Foley and colleagues 82 , excluding those materials and processes that were directly quantified from detailed design (listed above).…”
Section: Life Cycle Inventory (Lci)mentioning
confidence: 99%
“…As previously reported, WWTPs have varied performance at different treatment levels with varying effects on the natural environment (25,26). To this end, the WWTPs (Table S2) considered under the improved and conventional approaches were each hypothesized to treat municipal wastewater to several different sets of effluent standards for comparative investigation of the potential environmental impacts and benefits of the resource recovery approach for WWTPs.…”
Section: Methodsmentioning
confidence: 99%
“…To this end, the WWTPs (Table S2) considered under the improved and conventional approaches were each hypothesized to treat municipal wastewater to several different sets of effluent standards for comparative investigation of the potential environmental impacts and benefits of the resource recovery approach for WWTPs. Three increasingly stringent discharge limits from Chinese discharge regulations (class 2, class 1B, and class 1A) (27) were selected as representative of developing countries; in addition, a set of more stringent effluent limits representative of developed countries was also included according to a previous literature (26). Briefly, class 2 limits effluent chemical oxygen demand (COD) to <100 mg/L, NH 3 -N to <25 mg N/L, and total phosphorus (TP) to <3 mg P/L, but no limit is imposed on total nitrogen (TN); this is referred to as scenario 1.…”
Section: Methodsmentioning
confidence: 99%