Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/23167
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dc.contributorDepartment of Building Services Engineering-
dc.creatorMui, KW-
dc.creatorWong, LT-
dc.date.accessioned2015-06-23T09:16:33Z-
dc.date.available2015-06-23T09:16:33Z-
dc.identifier.issn0143-6244-
dc.identifier.urihttp://hdl.handle.net/10397/23167-
dc.language.isoenen_US
dc.publisherSAGE Publicationsen_US
dc.rightsThis is the accepted version of the publication Mui, K. W., & Wong, L. T., Modelling occurrence and duration of building drainage discharge loads from random and intermittent appliance flushes, Building Services Engineering Research and Technology (Volume 34 and issue 4) pp. 381-392. Copyright © 2012 (The Chartered Institution of Building Services Engineers). DOI: 10.1177/0143624412452878.en_US
dc.subjectDemand durationen_US
dc.subjectDrainage systemen_US
dc.subjectRandom and intermittent demanden_US
dc.subjectSimultaneous demand modelen_US
dc.titleModelling occurrence and duration of building drainage discharge loads from random and intermittent appliance flushesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage381-
dc.identifier.epage392-
dc.identifier.volume34-
dc.identifier.issue4-
dc.identifier.doi10.1177/0143624412452878-
dcterms.abstractBuilding drainage demands are assumed random and intermittent. The existing Hunter-based models have been developed to aid in the sizing of pipes for instantaneous demands but not to predict the occurrence and duration of such demands. This paper proposes a time series model to determine the occurrence and duration of drainage demand, which are greater than some predefined flow rates due to a number of appliances that discharge randomly and intermittently with variable flow rates. While the duration is resolved using the time series data for simultaneous demands, the occurrence together with the time-dependent flow rate is quantified via Monte Carlo simulation based on occupant usage patterns and appliance discharge profiles derived from appliance flushes at the base of the main vertical stack. The applicability of this model is demonstrated with example discharges from a number of water closet (WC) cisterns with reduced flush volume.Practical application: This study will help designers determine the duration and occurrence of drainage demand due to a number of appliances that discharge randomly and intermittently with variable flow rates.-
dcterms.accessRightsopen access-
dcterms.bibliographicCitationBuilding services engineering research and technology, 1 Nov. 2013, v. 34, no. 4, p. 381-392-
dcterms.isPartOfBuilding services engineering research and technology-
dcterms.issued2013-11-01-
dc.identifier.isiWOS:000325274100004-
dc.identifier.scopus2-s2.0-84885152311-
dc.identifier.eissn1477-0849-
dc.identifier.rosgroupidr67923-
dc.description.ros2013-2014 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscript-
dc.identifier.FolderNumbera0680-n12-
dc.identifier.SubFormID901-
dc.description.fundingSourceRGC-
dc.description.fundingTextResearch Grant Council of the Hong Kong Special Administrative Region, China (PolyU5337/09E)-
dc.description.pubStatusPublished-
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