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WaterNetGen Helps C-Town

datacite.subject.fosEngenharia e Tecnologia
dc.contributor.authorSousa, J.
dc.contributor.authorMuranho, J.
dc.contributor.authorMarques, A. Sá
dc.contributor.authorGomes, R.
dc.date.accessioned2025-07-02T17:42:22Z
dc.date.available2025-07-02T17:42:22Z
dc.date.issued2014-07
dc.description16th International Conference on Water Distribution System Analysis, WDSA 2014, Bari, 14 July 2014 through 17 July 2014 - Code 110927
dc.description.abstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) comprises two optimization models: a least cost design model to identify the pipes to be replaced and size them; and an optimal operation model to define the pump controls and the PRV settings. Both models are solved by linking a hydraulic simulation model (WaterNetGen, a pressure driven EPANET extension) with a simulated annealing algorithm. This methodology, supported by some additional engineering expertise, provided a set of good solutions in terms of capital cost, and a good commitment with the environmental and financial damage caused by water losses.eng
dc.identifier.citationJ. Sousa, J. Muranho, A. Sá Marques, R. Gomes, WaterNetGen Helps C-Town, Procedia Engineering, Volume 89, 2014, Pages 103-110, ISSN 1877-7058, https://doi.org/10.1016/j.proeng.2014.11.165.
dc.identifier.doi10.1016/j.proeng.2014.11.165
dc.identifier.issn1877-7058
dc.identifier.urihttp://hdl.handle.net/10400.8/13515
dc.language.isoeng
dc.peerreviewedyes
dc.publisherElsevier
dc.relation.hasversionhttps://www.sciencedirect.com/science/article/pii/S1877705814022802?via%3Dihub
dc.relation.ispartofProcedia Engineering
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectWaterNetGen
dc.subjectwater distribution network design
dc.subjectwater losses
dc.subjectpressure management
dc.titleWaterNetGen Helps C-Towneng
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage110
oaire.citation.startPage103
oaire.citation.titleProcedia Engineering
oaire.citation.volume89
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNameJesus Gomes
person.givenNameRicardo
person.identifierhttps://scholar.google.pt/citations?user=8zS8MIUAAAAJ&hl=pt-PT
person.identifier.ciencia-id5C1B-DC9B-FAEB
person.identifier.orcid0000-0002-6375-7014
relation.isAuthorOfPublication6e5d4b0c-37b3-4f5e-9d20-d4ec9e4346a3
relation.isAuthorOfPublication.latestForDiscovery6e5d4b0c-37b3-4f5e-9d20-d4ec9e4346a3

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The methodology proposed to solve the C-Town water distribution network problem (BBLAWN) comprises two optimization models: a least cost design model to identify the pipes to be replaced and size them; and an optimal operation model to define the pump controls and the PRV settings. Both models are solved by linking a hydraulic simulation model (WaterNetGen, a pressure driven EPANET extension) with a simulated annealing algorithm. This methodology, supported by some additional engineering expertise, provided a set of good solutions in terms of capital cost, and a good commitment with the environmental and financial damage caused by water losses.
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