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dc.contributor.authorTaylor, David Donald James
dc.contributor.authorSlocum, Alexander H
dc.contributor.authorWhittle, Andrew
dc.date.accessioned2018-08-27T17:09:34Z
dc.date.available2018-08-27T17:09:34Z
dc.date.issued2018-05
dc.date.submitted2018-01
dc.identifier.issn1932-6203
dc.identifier.urihttp://hdl.handle.net/1721.1/117549
dc.description.abstractIntermittent water supplies (IWS) deliver piped water to one billion people; this water is often microbially contaminated. Contaminants that accumulate while IWS are depressurized are flushed into customers’ homes when these systems become pressurized. In addition, during the steady-state phase of IWS, contaminants from higher-pressure sources (e.g., sewers) may continue to intrude where pipe pressure is low. To guide the operation and improvement of IWS, this paper proposes an analytic model relating supply pressure, supply duration, leakage, and the volume of intruded, potentially-contaminated, fluids present during flushing and steady-state. The proposed model suggests that increasing the supply duration may improve water quality during the flushing phase, but decrease the subsequent steady-state water quality. As such, regulators and academics should take more care in reporting if water quality samples are taken during flushing or steady-state operational conditions. Pipe leakage increases with increased supply pressure and/or duration. We propose using an equivalent orifice area (EOA) to quantify pipe quality. This provides a more stable metric for regulators and utilities tracking pipe repairs. Finally, we show that the volume of intruded fluid decreases in proportion to reductions in EOA. The proposed relationships are applied to self-reported performance indicators for IWS serving 108 million people described in the IBNET database and in the Benchmarking and Data Book of Water Utilities in India. This application shows that current high-pressure, continuous water supply targets will require extensive EOA reductions. For example, in order to achieve national targets, utilities in India will need to reduce their EOA by a median of at least 90%.en_US
dc.publisherPublic Library of Scienceen_US
dc.relation.isversionofhttp://dx.doi.org/10.1371/journal.pone.0196887en_US
dc.rightsCreative Commons Attribution 4.0 International Licenseen_US
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/en_US
dc.sourcePLoSen_US
dc.titleAnalytical scaling relations to evaluate leakage and intrusion in intermittent water supply systemsen_US
dc.typeArticleen_US
dc.identifier.citationTaylor, David D. J., Alexander H. Slocum, and Andrew J. Whittle. “Analytical Scaling Relations to Evaluate Leakage and Intrusion in Intermittent Water Supply Systems.” Edited by Zhi Zhou. PLOS ONE 13, no. 5 (May 18, 2018): e0196887.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Mechanical Engineeringen_US
dc.contributor.mitauthorTaylor, David Donald James
dc.contributor.mitauthorSlocum, Alexander H
dc.contributor.mitauthorWhittle, Andrew
dc.relation.journalPLOS ONEen_US
dc.eprint.versionFinal published versionen_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2018-08-22T16:16:30Z
dspace.orderedauthorsTaylor, David D. J.; Slocum, Alexander H.; Whittle, Andrew J.en_US
dspace.embargo.termsNen_US
dc.identifier.orcidhttps://orcid.org/0000-0003-0979-118X
dc.identifier.orcidhttps://orcid.org/0000-0002-5048-4109
dc.identifier.orcidhttps://orcid.org/0000-0001-5358-4140
mit.licensePUBLISHER_CCen_US


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