Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/345929
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dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampBrentan, Bruno Melo-
dc.contributor.authorunicampLima, Gustavo Meirelles-
dc.contributor.authorunicampLuvizotto Junior, Edevar-
dc.typeArtigopt_BR
dc.titleSocial network community detection for DMA creation: criteria analysis through multilevel optimizationpt_BR
dc.contributor.authorBrentan, Bruno M.-
dc.contributor.authorCampbell, Enrique-
dc.contributor.authorMeirelles, Gustavo L.-
dc.contributor.authorLuvizotto Junior, Edevar-
dc.contributor.authorIzquierdo, Joaquin-
dc.subjectRedes sociaispt_BR
dc.subjectAbastecimento de águapt_BR
dc.subject.otherlanguageSocial networkspt_BR
dc.subject.otherlanguageWater-supplypt_BR
dc.description.abstractManagement of large water distribution systems can be improved by dividing their networks into so-called district metered areas (DMAs). However, such divisions must be based on appropriated technical criteria. Considering the importance of deeply understanding the relationship between DMA creation and these criteria, this work proposes a performance analysis of DMA generation that takes into account such indicators as resilience index, demand similarity, pressure uniformity, water age (and thus water quality), solution implantation costs, and electrical consumption. To cope with the complexity of the problem, suitable mathematical techniques are proposed in this paper. We use a social community detection technique to define the sectors, and then a multilevel particle swarm optimization approach is applied to find the optimal placement and operating point of the necessary devices. The results obtained by implementing the methodology in a real water supply network show its validity and the meaningful influence on the final result of, especially, elevation and pipe lengthpt_BR
dc.relation.ispartofMathematical problems in engineeringpt_BR
dc.publisher.cityLondonpt_BR
dc.publisher.countryReino Unidopt_BR
dc.publisherHindawipt_BR
dc.date.issued2017-
dc.date.monthofcirculationFeb.pt_BR
dc.language.isoengpt_BR
dc.description.volume2017pt_BR
dc.rightsAbertopt_BR
dc.sourceWOSpt_BR
dc.identifier.issn1024-123Xpt_BR
dc.identifier.eissn1563-5147pt_BR
dc.identifier.doi10.1155/2017/9053238pt_BR
dc.identifier.urlhttps://www.hindawi.com/journals/mpe/2017/9053238/pt_BR
dc.date.available2020-07-22T17:13:59Z-
dc.date.accessioned2020-07-22T17:13:59Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-07-22T17:13:59Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:37:34Z : No. of bitstreams: 1 000396234100001.pdf: 2481336 bytes, checksum: 1b3328abbbe7adcf2895cd73692cb77a (MD5)en
dc.description.provenanceMade available in DSpace on 2020-07-22T17:13:59Z (GMT). No. of bitstreams: 0 Previous issue date: 2017en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/345929-
dc.contributor.departmentsem informaçãopt_BR
dc.contributor.departmentsem informaçãopt_BR
dc.contributor.departmentDepartamento de Recursos Hídricospt_BR
dc.contributor.unidadeFaculdade de Engenahria Civil, Arquitetura e Urbanismopt_BR
dc.contributor.unidadeFaculdade de Engenahria Civil, Arquitetura e Urbanismopt_BR
dc.contributor.unidadeFaculdade de Engenahria Civil, Arquitetura e Urbanismopt_BR
dc.identifier.source000396234100001pt_BR
dc.creator.orcid0000-0003-0616-2281pt_BR
dc.creator.orcid0000-0002-1971-3970pt_BR
dc.creator.orcid0000-0002-4606-4996pt_BR
dc.type.formArtigopt_BR
dc.identifier.articleid9053238pt_BR
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