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An optimization framework for large water distribution systems based on complex network analysis

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An optimization framework for large water distribution systems based on complex network analysis

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dc.contributor.author Sitzenfrei, Robert es_ES
dc.date.accessioned 2024-07-04T08:08:56Z
dc.date.available 2024-07-04T08:08:56Z
dc.date.issued 2024-03-06
dc.identifier.isbn 9788490489826 es_ES
dc.identifier.uri http://hdl.handle.net/10251/205765
dc.description.abstract [EN] The major task of water distribution networks (WDNs) is to reliably supply water in sufficient quantity and quality. Due to the complexity in design and operation of WDNs, and to ensure a reliable level of service with minimum costs, multi-objective design approaches are used which are usually rely on evolutionary algorithms. However, for large WDNs the decision variable space increases exponentially. When considering multiple objectives (e.g., resilience, costs, water quality), for complex, large (real) WDNs with several thousand decision variables, evolutionary algorithms are practically infeasible to apply. With complex network analysis mathematical graphs of WDNs can be analysed very computationally efficient and therefore such an approach is especially suitable for analysing large spatial transport networks. Recently, based on complex network, a highly efficient approach for Pareto-optimal design of WDNs was developed. Based on topological features and a customized graph measure for the demand distribution (demand edge betweenness centrality), a graph-based multi-objective design approach was developed, which outperformed the results of an evolutionary algorithm regarding the quality of solutions and computation time (factor 105 faster). Further, also based on complex network analysis, a highly efficient surrogate method for assessing water quality in large WDNs was developed (2.4∙105 times faster than extended period simulation Epanet2). In this paper, these two approaches based on complex network analysis: (1) two objective optimization model and (2) the graph-based water quality model, are combined in a novel graph optimization framework which is especially suitable for complex, large (real) WDNs. The applicability of this very computationally efficient, novel approach is shown on a real case studies with 4,000 decision variables for which the results are be obtained within 18.5 seconds of computation time, while with a state-of-the-art evolutionary algorithm it took more than 8 weeks. es_ES
dc.description.uri http://ocs.editorial.upv.es/index.php/WDSA-CCWI/WDSA-CCWI2022 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof 2nd International Join Conference on Water Distribution System Analysis (WDSA) & Computing and Control in the Water Industry (CCWI)
dc.rights Reconocimiento - No comercial - Compartir igual (by-nc-sa) es_ES
dc.subject Multi-objective optimization es_ES
dc.subject Demand edge betweenness centrality es_ES
dc.subject Hydraulically informed Graph analysis es_ES
dc.title An optimization framework for large water distribution systems based on complex network analysis es_ES
dc.type Comunicación en congreso es_ES
dc.type Capítulo de libro es_ES
dc.identifier.doi 10.4995/WDSA-CCWI2022.2022.14437 es_ES
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Sitzenfrei, R. (2024). An optimization framework for large water distribution systems based on complex network analysis. Editorial Universitat Politècnica de València. https://doi.org/10.4995/WDSA-CCWI2022.2022.14437 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 2nd WDSA/CCWI Joint Conference es_ES
dc.relation.conferencedate Julio 18-22, 2022 es_ES
dc.relation.conferenceplace Valencia, España es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/WDSA-CCWI/WDSA-CCWI2022/paper/view/14437 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\14437 es_ES
dc.contributor.funder This research was funded by the Austrian Science Fund (FWF): P 31104-N29 es_ES


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