Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia

Life Cycle Assessment was used to evaluate onsite wastewater treatment systems (OWTS): aerobic treatment unit (ATU) with reinforced concrete (C.ATU) and HDPE (H.ATU) tank; and constructed wetland (CW) with three biochar concentrations in the substrate (0%; 10, and 20% v:v), dubbed CW.BC0, CW.BC10 an...

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Autores principales: Giovani Rodolfo Alatrista Gongora, Ray Hangyong Lu, Ali El Hanandeh
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Lenguaje:EN
Publicado: IWA Publishing 2021
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spelling oai:doaj.org-article:f741a60dd38f4c53972ce58a233613e62021-11-06T11:22:36ZComparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia0273-12231996-973210.2166/wst.2021.316https://doaj.org/article/f741a60dd38f4c53972ce58a233613e62021-09-01T00:00:00Zhttp://wst.iwaponline.com/content/84/6/1527https://doaj.org/toc/0273-1223https://doaj.org/toc/1996-9732Life Cycle Assessment was used to evaluate onsite wastewater treatment systems (OWTS): aerobic treatment unit (ATU) with reinforced concrete (C.ATU) and HDPE (H.ATU) tank; and constructed wetland (CW) with three biochar concentrations in the substrate (0%; 10, and 20% v:v), dubbed CW.BC0, CW.BC10 and CW.BC20, respectively. CML 2001 in SimaPro® was used to evaluate the impacts of the treatment of 1 m3 wastewater. The OWTS were compared on their overall environmental performance scores (OEP). ATUs have higher impacts on human toxicity, eutrophication, freshwater and marine ecotoxicity. The CW.BC20 has the lowest global warming impact (GWP) while CW.BC0 has the highest. Electricity consumption was the largest contributor to the impacts of the ATUs. PVC pipes, coir peat, geomembrane, and electronic devices were the biggest contributors to the impacts of the CWs. The OEP of the CWs were almost a third of the ATUs’ (6.07E-03). Changes in electricity sources were tested according to the 2030-Australian targets; increasing renewables share improves the OEP of ATUs by 39%; nevertheless, CWs continue to outperform the ATUs. Variations in biochar biodegradation had a small effect on the OEP of CWs; being relevant only to GWP. This study provides a reference to policy makers for better evaluation of OWTS. HIGHLIGHTS First to present comparative LCA of constructed wetlands vs aerated treatment units for onsite domestic wastewater treatment (OWTS).; Investigates the consequences of future changes in electricity generation on the environmental efficiency of OWTS.; Investigates the effect of construction material choice on the overall environmental performance of the systems (OEP).;Giovani Rodolfo Alatrista GongoraRay Hangyong LuAli El HanandehIWA Publishingarticleaerobic treatment unitdomestic wastewaterlife cycle assessmentonsite wastewater treatmentvertical subsurface flow constructed wetlandEnvironmental technology. Sanitary engineeringTD1-1066ENWater Science and Technology, Vol 84, Iss 6, Pp 1527-1540 (2021)
institution DOAJ
collection DOAJ
language EN
topic aerobic treatment unit
domestic wastewater
life cycle assessment
onsite wastewater treatment
vertical subsurface flow constructed wetland
Environmental technology. Sanitary engineering
TD1-1066
spellingShingle aerobic treatment unit
domestic wastewater
life cycle assessment
onsite wastewater treatment
vertical subsurface flow constructed wetland
Environmental technology. Sanitary engineering
TD1-1066
Giovani Rodolfo Alatrista Gongora
Ray Hangyong Lu
Ali El Hanandeh
Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
description Life Cycle Assessment was used to evaluate onsite wastewater treatment systems (OWTS): aerobic treatment unit (ATU) with reinforced concrete (C.ATU) and HDPE (H.ATU) tank; and constructed wetland (CW) with three biochar concentrations in the substrate (0%; 10, and 20% v:v), dubbed CW.BC0, CW.BC10 and CW.BC20, respectively. CML 2001 in SimaPro® was used to evaluate the impacts of the treatment of 1 m3 wastewater. The OWTS were compared on their overall environmental performance scores (OEP). ATUs have higher impacts on human toxicity, eutrophication, freshwater and marine ecotoxicity. The CW.BC20 has the lowest global warming impact (GWP) while CW.BC0 has the highest. Electricity consumption was the largest contributor to the impacts of the ATUs. PVC pipes, coir peat, geomembrane, and electronic devices were the biggest contributors to the impacts of the CWs. The OEP of the CWs were almost a third of the ATUs’ (6.07E-03). Changes in electricity sources were tested according to the 2030-Australian targets; increasing renewables share improves the OEP of ATUs by 39%; nevertheless, CWs continue to outperform the ATUs. Variations in biochar biodegradation had a small effect on the OEP of CWs; being relevant only to GWP. This study provides a reference to policy makers for better evaluation of OWTS. HIGHLIGHTS First to present comparative LCA of constructed wetlands vs aerated treatment units for onsite domestic wastewater treatment (OWTS).; Investigates the consequences of future changes in electricity generation on the environmental efficiency of OWTS.; Investigates the effect of construction material choice on the overall environmental performance of the systems (OEP).;
format article
author Giovani Rodolfo Alatrista Gongora
Ray Hangyong Lu
Ali El Hanandeh
author_facet Giovani Rodolfo Alatrista Gongora
Ray Hangyong Lu
Ali El Hanandeh
author_sort Giovani Rodolfo Alatrista Gongora
title Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
title_short Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
title_full Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
title_fullStr Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
title_full_unstemmed Comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in Australia
title_sort comparative life cycle assessment of aerobic treatment units and constructed wetlands as onsite wastewater treatment systems in australia
publisher IWA Publishing
publishDate 2021
url https://doaj.org/article/f741a60dd38f4c53972ce58a233613e6
work_keys_str_mv AT giovanirodolfoalatristagongora comparativelifecycleassessmentofaerobictreatmentunitsandconstructedwetlandsasonsitewastewatertreatmentsystemsinaustralia
AT rayhangyonglu comparativelifecycleassessmentofaerobictreatmentunitsandconstructedwetlandsasonsitewastewatertreatmentsystemsinaustralia
AT alielhanandeh comparativelifecycleassessmentofaerobictreatmentunitsandconstructedwetlandsasonsitewastewatertreatmentsystemsinaustralia
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