Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1016829
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dc.contributor.authorCosta, J.pt_BR
dc.contributor.authorMesquita, E.pt_BR
dc.contributor.authorFerreira, F.pt_BR
dc.contributor.authorFigueiredo, D.pt_BR
dc.contributor.authorRosa, M. J.pt_BR
dc.contributor.authorViegas, R.M. C.pt_BR
dc.date.accessioned2023-11-23T11:16:20Zpt_BR
dc.date.accessioned2024-03-05T15:23:36Z-
dc.date.available2023-11-23T11:16:20Zpt_BR
dc.date.available2024-03-05T15:23:36Z-
dc.date.issued2023-11pt_BR
dc.identifier.citationhttps://doi.org/10.3390/su152316211pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1016829-
dc.description.abstractClimate change has emerged as a global challenge, with consequences for the environment and societies. To mitigate its impacts, reclaimed water (RW) offers potential by reducing water withdrawal and minimizing pollution discharges in the environment. Safe RW requires disinfection and a sound management of chlorine residuals throughout the RW distribution systems (RWDSs). This study focuses on implementing and calibrating a chlorine decay model using EPANET-MSX in a real RWDS, incorporating both bulk and wall decays. The bulk decay accounts for reactions of monochloramine formation, auto-decomposition, and depletion by a parallel second-order mechanism where monochloramine reacts both with fast and slow organic matter reactive fractions. Two wall decays were considered in the RWDS, one in the tank, modeled through an overall wall decay constant, and one in the pipes, modeled through a wall decay constant. Field experiments were conducted to calibrate the complete model. This model was used as a support tool to diagnose the RWDS status condition and cleaning needs, and to manage its operation. Through simulated scenarios considering monochloramine wall decays similar to those observed in drinking water distribution systems, the model allowed predicting adequate chlorine dosing in summer and winter scenarios, so as to guarantee monochloramine concentrations between 1 mg/L and 5 mg/L through the network. These results point to the potential use of much lower doses than the ones currently applied.pt_BR
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsopenAccesspt_BR
dc.subjectChlorine decay modelpt_BR
dc.subjectMonochloraminept_BR
dc.subjectReclaimed water distribution systemspt_BR
dc.subjectEpanet-mxspt_BR
dc.subjectWater reusept_BR
dc.subjectSustainable systemspt_BR
dc.titleModeling Chlorine Decay in ReclaimedWater Distribution Systems—A Lisbon Area Case Studypt_BR
dc.typearticlept_BR
dc.description.pages13p.pt_BR
dc.description.volumeVolume 15, Issue 23pt_BR
dc.description.sectorDHA/NESpt_BR
dc.description.magazineSustainabilitypt_BR
dc.contributor.peer-reviewedSIMpt_BR
dc.contributor.academicresearchersSIMpt_BR
dc.contributor.arquivoSIMpt_BR
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