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dc.contributor.authorMarques, J.
dc.contributor.authorCunha, M.C.
dc.contributor.authorSavic, Dragan
dc.date.accessioned2015-04-02T13:10:42Z
dc.date.issued2015
dc.description.abstractWater supply systems have to satisfy water needs in terms of quantity and quality. The constant changes in urban areas require the regular adaptation of the water supply infrastructure to meet new circumstances. However, decisions to design and operate water networks have to be taken under uncertainty. Flexibility is thus the key to more robust and confident decisions. An approach called real options (ROs) can be used in these situations. This approach makes it possible to use adaptive strategies in the decision process. Some decisions can be delayed pending future conditions. Water distribution systems are very costly and complex infrastructures. Once built, their operating structure cannot be changed significantly. This work presents an innovative ROs approach to define an objective function to cope with some future scenarios in a specific case study. The objective of our proposed model is to find a minimum cost solution for the first period of a planning horizon, while considering various possible future conditions that the network could have to cope with. The results of this work show that building flexibility into the decision strategy makes it possible to take an adaptive approach that can avert future lack of network capacity. In the case study, an adaptive design of the network incurs an extra initial cost, but this cost can easily be lower than the cost of reinforcing the network in a longer planning horizon. The real value of ROs is their ability to adapt systems to different possible future scenarios.en_GB
dc.description.sponsorshipFundo Europeu de Desenvolvimento Regional (FEDER) funds through the Programa Operacional Factores de Competitividade (COMPETE)en_GB
dc.description.sponsorshipFundação para a Ciência e Tecnologia (FCTen_GB
dc.identifier.citationVol. 141 (2), article 04014052en_GB
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000448
dc.identifier.grantnumberPTDC/ECM/64821/2006en_GB
dc.identifier.grantnumberSFRH/BD/47602/2008en_GB
dc.identifier.urihttp://hdl.handle.net/10871/16666
dc.language.isoenen_GB
dc.publisherAmerican Society of Civil Engineersen_GB
dc.relation.urlhttp://dx.doi.org/10.1061/(ASCE)WR.1943-5452.0000448en_GB
dc.subjectWater distribution systemsen_GB
dc.subjectSimulationen_GB
dc.subjectDesignen_GB
dc.subjectUncertainty principlesen_GB
dc.subjectWater distribution networksen_GB
dc.subjectReal optionsen_GB
dc.subjectSimulated annealingen_GB
dc.subjectFlexible designen_GB
dc.subjectUncertaintyen_GB
dc.titleUsing real options in the optimal design of water distribution networksen_GB
dc.typeArticleen_GB
dc.date.available2015-04-02T13:10:42Z
dc.identifier.issn0733-9496
dc.descriptionCopyright © 2015 American Society of Civil Engineersen_GB
dc.identifier.eissn1943-5452
dc.identifier.journalJournal of Water Resources Planning and Managementen_GB


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