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dc.contributor.authorLiu, S.
dc.contributor.authorButler, David
dc.contributor.authorMemon, Fayyaz
dc.contributor.authorMakropoulos, C.
dc.contributor.authorWang, Qi
dc.date.accessioned2013-05-31T15:13:44Z
dc.date.issued2010-12-01
dc.description.abstractA general concern when considering the implementation of domestic grey water recycling is to understand the impacts of system factors on water saving efficiency. Key factors include household occupancy, storage volumes, treatment capacity and operating mode. Earlier investigations of the impacts of these key factors were based on a one-tank system only. This paper presents the results of an investigation into the effect of these factors on the performance of a more realistic ‘two tank’ system with treatment using an object based household water cycle model. A Monte-Carlo simulation technique was adopted to generate domestic water appliance usage data which allows long-term prediction of the system's performance to be made. Model results reveal the constraints of treatment capacity, storage tank sizes and operating mode on percentage of potable water saved. A treatment capacity threshold has been discovered at which water saving efficiency is maximised for a given pair of grey and treated grey water tank. Results from the analysis suggest that the previous one-tank model significantly underestimates the tank volumes required for a given target water saving efficiency.en_GB
dc.identifier.citationVol. 24 (1-3), pp. 226 - 235en_GB
dc.identifier.doi10.5004/dwt.2010.1542
dc.identifier.urihttp://hdl.handle.net/10871/9775
dc.language.isoenen_GB
dc.publisherTaylor & Francisen_GB
dc.subjectGrey water recyclingen_GB
dc.subjectHousehold water cycleen_GB
dc.subjectSustainabilityen_GB
dc.subjectWater saving efficiencyen_GB
dc.titleImpact of system factors on the water saving efficiency of household grey water recyclingen_GB
dc.typeArticleen_GB
dc.date.available2013-05-31T15:13:44Z
dc.identifier.issn1944-3994
dc.descriptionCopyright © 2010 Taylor & Francis. This is an Author's Accepted Manuscript of an article published in Desalination and Water Treatment Volume 24, Issue 1-3 (2010), available online at: http://www.tandfonline.com/10.5004/dwt.2010.1542en_GB
dc.identifier.eissn1944-3986
dc.identifier.journalDesalination and Water Treatmenten_GB


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