Strategic valve locations in a water distribution system

dc.contributor.authorJun, Hwandonen
dc.contributor.committeechairLoganathan, G. V.en
dc.contributor.committeememberTrani, Antonio A.en
dc.contributor.committeememberLohani, Vinod K.en
dc.contributor.committeememberYounos, Tamimen
dc.contributor.committeememberKibler, David F.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T20:12:32Zen
dc.date.adate2005-06-22en
dc.date.available2014-03-14T20:12:32Zen
dc.date.issued2005-05-06en
dc.date.rdate2008-06-22en
dc.date.sdate2005-05-24en
dc.description.abstractValves play a critical role in a water distribution system for subsystem isolation and flow or pressure control. Among them, subsystem isolation is required to repair or to rehabilitate a broken component and can be done by closing adjacent valves. To evaluate the role of valves, the concept of "Segment" is necessary. A segment consists of a set of pipes and nodes isolated together by closing adjacent valves when a pipe fails. An efficient algorithm to identify segments in a water distribution system is proposed. In addition, when a segment is isolated, an additional subsystem may be disconnected from water sources by the segment isolation. It is a topological unintended isolation. In addition, a hydraulic failure, in terms of pressure types of failures at demand nodes should be considered. These three account for the failure impact of a pipe. Placing valves efficiently improves the reliability of a water distribution system. However, the valve reliability itself is not 100%. Therefore, valve failure consequence should be explored in determining the locations of valves. For this purpose, three methodologies, namely segment-valve matrix algorithm, decision tree approach and simulation are proposed. Another consideration for placing valves is a strategic valving rule, namely N and (N-1) valving rules. Using a formulation for node reliability in terms of failing valves, the reliability difference between the two valving rules is evaluated. We also employ a mixed N and (N-1) valving rule. Another strategic valving rule, a segment size reducing approach minimizing the number of affected customers is proposed. The developed algorithms are utilized to build software, the Strategic Valve Management Model, to solve practical problems. The methodology is applied to three real water distribution systems.en
dc.description.degreePh. D.en
dc.identifier.otheretd-05242005-212555en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05242005-212555/en
dc.identifier.urihttp://hdl.handle.net/10919/27875en
dc.publisherVirginia Techen
dc.relation.haspartDiss_HwandonJun.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectSegmenten
dc.subjectPerformance Indicatorsen
dc.subjectFailure Analysisen
dc.subjectSimulationen
dc.subjectMatrix Algorithmen
dc.subjectValveen
dc.subjectWater Distribution Systemen
dc.titleStrategic valve locations in a water distribution systemen
dc.typeDissertationen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.leveldoctoralen
thesis.degree.namePh. D.en

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