Which flow and pressure constraints are required for sustainable operation of Water Distribution Systems?

dc.contributor.authorPiller, Olivieres_ES
dc.contributor.authorDeuerlein, Jochenes_ES
dc.contributor.authorElhay, Sylvanes_ES
dc.contributor.authorSimpson, Anguses_ES
dc.date.accessioned2024-07-16T09:28:08Z
dc.date.available2024-07-16T09:28:08Z
dc.date.issued2024-03-06
dc.description.abstract[EN] Water quantity and quality modelling tools are often used to understand the working and operate properly water distribution systems. In this paper, we discuss how to choose flow and pressure constraints at nodes and links in the distribution network graph for sustainable operation of these systems. Using practical and concrete examples, we show how the problem of choosing the appropriate flow and pressure constraints amounts to verifying that a certain algebraic condition of maximum rank holds (a constraint qualification condition), or equivalently that there is a corresponding spanning tree with unsaturated links and demand nodes. Some situations of non-convergence in the solution path are discussed.en_EN
dc.description.accrualMethodOCSes_ES
dc.description.bibliographicCitationPiller, O.; Deuerlein, J.; Elhay, S.; Simpson, A. (2024). Which flow and pressure constraints are required for sustainable operation of Water Distribution Systems?. En Editorial Universitat Politècnica de València, Proceedings of the 2nd International Join Conference on Water Distribution System Analysis (WDSA)& Computing and Control in the Water Industry (CCWI) (pp. 966-972). https://doi.org/10.4995/WDSA-CCWI2022.2022.14753es_ES
dc.description.upvformatpfin972
dc.description.upvformatpinicio966
dc.format.extent7es_ES
dc.identifier.doi10.4995/WDSA-CCWI2022.2022.14753
dc.identifier.isbn9788490489826
dc.identifier.urihttps://riunet.upv.es/handle/10251/206161
dc.languageIngléses_ES
dc.publisherEditorial Universitat Politècnica de Valènciaes_ES
dc.relation.conferencedateJulio 18-22, 2022es_ES
dc.relation.conferencename2nd WDSA/CCWI Joint Conferencees_ES
dc.relation.conferenceplaceValencia, Españaes_ES
dc.relation.ispartofProceedings of the 2nd International Join Conference on Water Distribution System Analysis (WDSA)& Computing and Control in the Water Industry (CCWI)es_ES
dc.relation.pasarelaOCS\14753es_ES
dc.relation.publisherversionhttp://ocs.editorial.upv.es/index.php/WDSA-CCWI/WDSA-CCWI2022/paper/view/14753es_ES
dc.rightsReconocimiento - No comercial - Compartir igual (by-nc-sa)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectSustainable operationses_ES
dc.subjectConvex programminges_ES
dc.subjectInterior point methodses_ES
dc.subjectActive set methodses_ES
dc.subjectFlow and pressure constraintses_ES
dc.subjectPrimal and dual constraintses_ES
dc.subjectPressure-driven analysises_ES
dc.subjectDesignes_ES
dc.subjectWater distribution systemses_ES
dc.titleWhich flow and pressure constraints are required for sustainable operation of Water Distribution Systems?es_ES
dc.typeCapítulo de libroes_ES
dc.typeComunicación en congresoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
upv.uuid32bd4835-6a3e-4646-bc88-69b375b6cd3ees_ES

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