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contributor authorGorev Nikolai B.;Gorev Vyacheslav N.;Kodzhespirova Inna F.;Shedlovsky Igor A.;Sivakumar P.
date accessioned2019-02-26T07:47:09Z
date available2019-02-26T07:47:09Z
date issued2018
identifier other%28ASCE%29WR.1943-5452.0001002.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249369
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.
publisherAmerican Society of Civil Engineers
titleSimulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance
typeJournal Paper
journal volume144
journal issue11
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0001002
page6018008
treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 011
contenttypeFulltext


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