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dc.contributor.authorAlireza Moghaddam
dc.contributor.authorMehdi Mokhtari
dc.contributor.authorMojtaba Afsharnia
dc.contributor.authorRoya Peirovi Minaee
dc.date.accessioned2022-01-30T21:14:16Z
dc.date.available2022-01-30T21:14:16Z
dc.date.issued6/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29WR.1943-5452.0001209.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267860
dc.description.abstractHydraulic and quality models are widely used in water distribution networks (WDNs) for assisting network analysis, design, and operation. In a calibrated model, the difference between the simulated and measured data reaches an acceptable error level. In this study, to calibrate the hydraulic and quality model of the network, the pressure and residual chlorine levels were measured initially during 2-h steps in the network. Furthermore, the bulk chlorine decay values were measured using the laboratory tests. Then, hydraulic and quality calibrations were carried out simultaneously using particle swarm optimization (PSO) as the optimization tool, Hazen-Williams roughness (CH−W) and fitting coefficients as the decision variables, and mean absolute percentage error (MAPE) as the objective function. According to the results, the PSO algorithm was highly accurate in determining the CH−W and could minimize the difference between the observed and simulated values.
dc.publisherASCE
dc.titleSimultaneous Hydraulic and Quality Model Calibration of a Real-World Water Distribution Network
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue6
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001209
dc.page7
dc.treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 006
dc.contenttypeFulltext


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