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dc.contributor.authorOlivier Piller
dc.contributor.authorSylvan Elhay
dc.contributor.authorJochen W. Deuerlein
dc.contributor.authorAngus R. Simpson
dc.date.accessioned2022-01-30T19:07:00Z
dc.date.available2022-01-30T19:07:00Z
dc.date.issued2020
dc.identifier.other%28ASCE%29WR.1943-5452.0001160.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264678
dc.description.abstractIn this paper a new method is proposed that solves for the steady state of pressure-dependent models (PDMs) with flow control valves. Rather than model flow devices individually, the method solves the more general problem in which a water distribution system (WDS) has some link flows constrained to lie between upper and lower, or possibly equal, set limits. No heuristics are used to determine device states. The method is shown to be fast, and its effectiveness is demonstrated on PDM WDSs with up to about 20,000 links and 18,000 nodes and 60 link flow constraints, some of which prescribe a fixed flow. The method has applications in network management, network design, and flow control to deal with water distribution where there is insufficient supply.
dc.publisherASCE
dc.titleA Content-Based Active-Set Method for Pressure-Dependent Models of Water Distribution Systems with Flow Controls
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue4
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001160
dc.page04020009
dc.treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 004
dc.contenttypeFulltext


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