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dc.contributor.authorBogumil Ulanicki
dc.contributor.authorPhilippe Beaujean
dc.date.accessioned2022-01-31T23:57:11Z
dc.date.available2022-01-31T23:57:11Z
dc.date.issued8/1/2021
dc.identifier.other%28ASCE%29WR.1943-5452.0001403.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270632
dc.description.abstractWater distribution systems (WDSs) are becoming equipped with advanced feedback loops, which require specialized methods and software tools to model such systems. The aim of this work is to demonstrate the usefulness of the rigid water column (RWC) model to analyze the dynamic interactions between these loops and system stability. Our work fills the gap between extended period simulation, which is used for steady state analysis, and transient simulation, which is used for surge analysis. The paper proposes a generic dynamic WDS model where pipes are represented by the RWC model, while control valves, pumps, and tanks are represented by algebraic or ordinary differential equations. The model has been implemented in the MATLAB/SIMULINK environment, which provides a rich library of control components and algorithms for implemention of complex mathematical models. An industrial case study that prompted the development of the methodology is also presented.
dc.publisherASCE
dc.titleModeling Dynamic Behavior of Water Distribution Systems for Control Purposes
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue8
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001403
dc.journal.fristpage04021043-1
dc.journal.lastpage04021043-15
dc.page15
dc.treeJournal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 008
dc.contenttypeFulltext


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