Determination of the most economical leakage level in the district-metered area with the optimization algorithm

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dc.authorscopusid57226115561
dc.authorscopusid57196895937
dc.authorscopusid7004483706
dc.contributor.authorYilmaz S.
dc.contributor.authorAteş A.
dc.contributor.authorFirat M.
dc.date.accessioned2024-08-04T20:03:42Z
dc.date.available2024-08-04T20:03:42Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description2023 International Conference on Computer Science Electronics and Information, ICCSEI 2023 -- 12 December 2023 through 13 December 2023 -- 198366en_US
dc.description.abstractFailures and breaks occurring in water distribution networks (WDSs) create significant leakage volumes annually. System operating conditions deteriorate due to the increase in the rate of failure and leakage. Therefore, the failure rate and leakage volume should be reduced by applying the most appropriate methods. For this, the most economically suitable level must first be defined in each system or district-metered area. This study aims to define the most economical leakage level with the optimization algorithm in the district-metered area in water distribution systems. For this, network characteristics, subscriber information and water consumption, water production cost, failure rates, and other data in the isolated measurement area are considered. Ant lion optimization algorithm was used as the optimization algorithm in the study. The definition of the methods to be applied to reach the defined ELL level constitutes a reference for the implementers. Water utilities can continue their loss reduction strategies in the most economically efficient way with the help of this method. In the selected regions of the study area, pressure management application and active leakage method application were economical. Thus, it is possible to create a more effective and efficient leakage management plan in the isolated measurement area. It is thought that the results obtained from the study will serve as a reference for practitioners and technical personnel, especially in terms of determining the appropriate leakage target level for each isolated region. © The Authors, published by EDP Sciences.en_US
dc.identifier.doi10.1051/e3sconf/202450101003
dc.identifier.issn2555-0403
dc.identifier.scopus2-s2.0-85189247053en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://doi.org/10.1051/e3sconf/202450101003
dc.identifier.urihttps://hdl.handle.net/11616/92037
dc.identifier.volume501en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherEDP Sciencesen_US
dc.relation.ispartofE3S Web of Conferencesen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[No Keyword]en_US
dc.titleDetermination of the most economical leakage level in the district-metered area with the optimization algorithmen_US
dc.typeConference Objecten_US

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