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Topographic Energy Management in Water Distribution Systems

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Topographic Energy Management in Water Distribution Systems

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dc.contributor.author Del Teso-March, Roberto es_ES
dc.contributor.author Gomez Selles, Elena es_ES
dc.contributor.author Estruch-Juan, Elvira es_ES
dc.contributor.author Cabrera Marcet, Enrique es_ES
dc.date.accessioned 2021-01-09T04:32:13Z
dc.date.available 2021-01-09T04:32:13Z
dc.date.issued 2019-10-29 es_ES
dc.identifier.issn 0920-4741 es_ES
dc.identifier.uri http://hdl.handle.net/10251/158507
dc.description.abstract [EN] A significant amount of energy is required to operate pressurised water distribution systems, and therefore, improving their efficiency is crucial. Traditionally, more emphasis has been placed on operational losses (pumping inefficiencies, excess leakage or friction in pipes) than on structural (or topographic) losses, which arise because of the irregular (unchangeable) terrain on which the system is located and the network's layout. Hence, modifying the network to adopt an ecologically friendly layout is the only way to reduce structural losses. With the aim of improving the management of water distribution systems and optimising their energy use, this work audits and classifies water networks' structural losses (derived from topographic energy), which constitutes the main novelty of this paper. Energy can be recovered with PATs (pumps as turbines) or removed through PRVs (pressure reducing valves). The proposed hydraulic analysis clarifies how that energy is used and identifies the most suitable strategy for improving efficiency as locating the most suitable place to install PRVs or PATs. Two examples are discussed to illustrate the relevance of this analysis. es_ES
dc.language Inglés es_ES
dc.publisher Springer-Verlag es_ES
dc.relation.ispartof Water Resources Management es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Topographic energy es_ES
dc.subject Water distribution systems es_ES
dc.subject Energy efficiency es_ES
dc.subject Pressure management es_ES
dc.subject Energy balance es_ES
dc.subject.classification MECANICA DE FLUIDOS es_ES
dc.title Topographic Energy Management in Water Distribution Systems es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1007/s11269-019-02375-9 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient es_ES
dc.description.bibliographicCitation Del Teso-March, R.; Gomez Selles, E.; Estruch-Juan, E.; Cabrera Marcet, E. (2019). Topographic Energy Management in Water Distribution Systems. Water Resources Management. 33(12):4385-4400. https://doi.org/10.1007/s11269-019-02375-9 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1007/s11269-019-02375-9 es_ES
dc.description.upvformatpinicio 4385 es_ES
dc.description.upvformatpfin 4400 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 33 es_ES
dc.description.issue 12 es_ES
dc.relation.pasarela S\396609 es_ES
dc.description.references Agathokleous A, Christodoulou S (2016) Vulnerability of urban water distribution networks under intermittent water supply operations. Water Resour Manag 30:4731–4750. https://doi.org/10.1007/s11269-016-1450-3 es_ES
dc.description.references Cabrera E, Pardo MA, Cobacho R, Cabrera E (2010) Energy audit of water networks. J Water Resour Plan Manag 136(6):669–677. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000077 es_ES
dc.description.references Cabrera E, Gómez E, Cabrera E, Soriano J, Espert V (2015) Energy assessment of pressurized water systems. J Water Resour Plan Manag 141(8):04014095. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000494 es_ES
dc.description.references Cabrera E, Gómez E, Soriano J, del Teso R (2019) Towards eco-layouts in water distribution systems. J Water Resour Plan Manag 145(1):04018088. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001024 es_ES
dc.description.references Castro Gama ME, Quan P, Andreja J, Chiesa C (2014) Model-based Sectorization of water distribution networks for increased energy efficiency. 11th International Conference on Hydroinformatics. HIC 2014, New York City, USA es_ES
dc.description.references Ciaponi C, Creaco E (2018) Comparison of pressure-driven formulations for WDN simulation. Water 10(4):523. https://doi.org/10.3390/w10040523 es_ES
dc.description.references Covelli C, Cozzolino L, Cimorelli L, Della Morte R, Pianese D (2016) Optimal location and setting of PRVs in WDS for leakage minimization. Water Resour Manag 30(5):1803–1817. https://doi.org/10.1007/s11269-016-1252-7 es_ES
dc.description.references Creaco E, Franchini M (2013) A new algorithm for real-time pressure control in water distribution networks. Water Supply 13(4):875–882. https://doi.org/10.2166/ws.2013.074 es_ES
dc.description.references Creaco E, Pezzinga G (2018) Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs. Water 10(4):466. https://doi.org/10.3390/w10040466 es_ES
dc.description.references De Paola F, Giugni M, Portolano D (2017) Pressure management through optimal location and setting of valves in water distribution networks using a music-inspired approach. Water Resour Manag 31:1517. https://doi.org/10.1007/s11269-017-1592-y es_ES
dc.description.references EU (European Union) (2015) EU reference document good practices on leakage management. Office for Official Publications of the European Communities, Luxembourg es_ES
dc.description.references Fecarotta O, Aricò C, Carravetta A, Martino R, Ramos H (2014) Hydropower potential in water distribution networks: pressure control by PATs. Water Resour Manag 29:699. https://doi.org/10.1007/s11269-014-0836-3 es_ES
dc.description.references Giugni M, Fontana N, Ranucci A (2014) Optimal location of PRVs and turbines in water distribution systems. J Water Resour Plan Manag 140(9):06014004. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000418 es_ES
dc.description.references Lambert A, Thornton J (2012) Pressure: bursts relationships: Influence of pipe materials, validation of scheme results, and implications of extended asset life. Proc., IWA Int. Specialized Conf. Water Loss 2012, IWA, The Hague, The Netherlands es_ES
dc.description.references Lambert A, Fantozzi M, Thornton J (2013) Practical approaches to modelling leakage and pressure management in distribution systems – progress since 2005. CCWI 12th International Conference on Computing and Control for the Water Industry es_ES
dc.description.references Muhammetoglu A, Nursen C, Karadirek IE, Muhammetoglu H (2017) Evaluation of performance and environmental benefits of a full-scale pump as turbine system in Antalya water distribution network. Water Supply 18(1):130–141. https://doi.org/10.2166/ws.2017.087 es_ES
dc.description.references Patelis M, Kanakoudis V, Gonelas K (2017) Combining pressure management and energy recovery benefits in a water distribution system installing PATs. J Water Supply Res Technol AQUA 66(7):520–527. https://doi.org/10.2166/aqua.2017.018 es_ES
dc.description.references Saldarriaga J, Salcedo CA (2015) Determination of optimal location and settings of pressure reducing valves in water distribution networks for minimizing water losses. 13th CCWI. Procedia Engineering 119:973–983. https://doi.org/10.1016/j.proeng.2015.08.986 es_ES
dc.description.references Walski T, Bezts W, Posluszny ET, Weir M, Withman B (2006) Modeling leakage reduction through pressure control. Journal American Water Works Association 98(4):147–155. https://doi.org/10.1002/j.1551-8833.2006.tb07642.x es_ES
dc.subject.ods 06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todos es_ES


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