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dc.creatorTsitsifli S., Kanakoudis V.en
dc.date.accessioned2023-01-31T10:16:27Z
dc.date.available2023-01-31T10:16:27Z
dc.date.issued2021
dc.identifier10.3390/w13162141
dc.identifier.issn20734441
dc.identifier.urihttp://hdl.handle.net/11615/80054
dc.description.abstractDisinfection is one of the most important water treatment processes as it inactivates pathogens providing safe drinking water to the consumers. A fresh-water distribution network is a complex system where constant monitoring of several parameters and related managerial decisions take place in order for the network to operate in the most efficient way. However, there are cases where some of the decisions made to improve the network’s performance level, such as reduction of water losses, may have negative impacts on other significant operational processes such as the disinfection. In particular, the division of a water distribution network into district metered areas (DMAs) and the application of various pressure management measures may impact the effectiveness of the water chlorination process. Two operational measures are assessed in this paper: (a) the use of inline chlorination boosters to achieve more efficient chlorination; and (b) how the DMAs formation impacts the chlorination process. To achieve this, the water distribution network of a Greek town is chosen as a case study where several scenarios are being thoroughly analyzed. The assessment process utilizes the network’s hydraulic simulation model, which is set up in Watergems V8i software, forming the baseline to develop the network’s water quality model. The results proved that inline chlorination boosters ensure a more efficient disinfection, especially at the most remote parts/nodes of the network, compared to conventional chlorination processes (e.g., at the water tanks), achieving 100% safe water volume and consuming almost 50% less chlorine mass. DMAs’ formation results in increased water age values up to 8.27%, especially at the remote parts/nodes of the network and require more time to achieve the necessary minimum effective chlorine concentration of 0.2 mg/L. However, DMAs formation and pressure management measures do not threaten the chlorination’s efficiency. It is important to include water age and residual chlorine as criteria when optimizing water pressure and the division of DMAs. © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/).en
dc.language.isoenen
dc.sourceWater (Switzerland)en
dc.source.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85112129042&doi=10.3390%2fw13162141&partnerID=40&md5=fa85a81baa851b35d456de3ed54c8bea
dc.subjectChlorinationen
dc.subjectChlorineen
dc.subjectComputer softwareen
dc.subjectDisinfectionen
dc.subjectPotable wateren
dc.subjectWater qualityen
dc.subjectWater tanksen
dc.subjectWater treatmenten
dc.subjectChlorination processen
dc.subjectChlorine concentrationen
dc.subjectHydraulic simulation modelen
dc.subjectOperational processen
dc.subjectPressure managementen
dc.subjectWater distribution networksen
dc.subjectWater quality modelingen
dc.subjectWater treatment processen
dc.subjectWater distribution systemsen
dc.subjectMDPI AGen
dc.titleAssessing the impact of dmas and the use of boosters on chlorination in a water distribution network in Greeceen
dc.typejournalArticleen


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