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Modeling Chlorine Decay in ReclaimedWater Distribution Systems—A Lisbon Area Case Study

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dc.contributor.author Costa, J. pt_BR
dc.contributor.author Mesquita, E. pt_BR
dc.contributor.author Ferreira, F. pt_BR
dc.contributor.author Figueiredo, D. pt_BR
dc.contributor.author Rosa, M. J. pt_BR
dc.contributor.author Viegas, R.M. C. pt_BR
dc.date.accessioned 2023-11-23T11:16:20Z pt_BR
dc.date.accessioned 2024-03-05T15:23:36Z
dc.date.available 2023-11-23T11:16:20Z pt_BR
dc.date.available 2024-03-05T15:23:36Z
dc.date.issued 2023-11 pt_BR
dc.identifier.citation https://doi.org/10.3390/su152316211 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1016829
dc.description.abstract Climate 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.iso eng pt_BR
dc.publisher MDPI pt_BR
dc.rights openAccess pt_BR
dc.subject Chlorine decay model pt_BR
dc.subject Monochloramine pt_BR
dc.subject Reclaimed water distribution systems pt_BR
dc.subject Epanet-mxs pt_BR
dc.subject Water reuse pt_BR
dc.subject Sustainable systems pt_BR
dc.title Modeling Chlorine Decay in ReclaimedWater Distribution Systems—A Lisbon Area Case Study pt_BR
dc.type article pt_BR
dc.description.pages 13p. pt_BR
dc.description.volume Volume 15, Issue 23 pt_BR
dc.description.sector DHA/NES pt_BR
dc.description.magazine Sustainability pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo SIM pt_BR


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