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dc.contributor.authorGorev Nikolai B.;Gorev Vyacheslav N.;Kodzhespirova Inna F.;Shedlovsky Igor A.;Sivakumar P.
dc.date.accessioned2019-02-26T07:47:09Z
dc.date.available2019-02-26T07:47:09Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WR.1943-5452.0001002.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249369
dc.description.abstractThis paper presents a simple valve simulation method integrable into the global gradient algorithm (GGA), which is widely used in hydraulic analysis of water distribution systems. In the proposed method, valves are treated as pipes whose resistance is adjusted in the course of the GGA iteration to meet the valve setting. This method features a unified approach to pressure control and flow control valves. Comparison tests on example networks have shown that the proposed method computes the same results as an independent optimization-based method in a comparable number of iterations and copes with the cases where EPANET 2 produces incorrect results. The proposed method may easily be integrated into existing GGA-based hydraulic solvers, in particular into that of EPANET 2.
dc.publisherAmerican Society of Civil Engineers
dc.titleSimulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue11
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001002
dc.page6018008
dc.treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 011
dc.contenttypeFulltext


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