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dc.contributor.author | Gomez Selles, Elena | es_ES |
dc.contributor.author | Briones-Hidrovo, Andrei | es_ES |
dc.contributor.author | Del Teso-March, Roberto | es_ES |
dc.contributor.author | Uche Marcuello, Francisco Javier | es_ES |
dc.contributor.author | Cabrera Marcet, Enrique | es_ES |
dc.date.accessioned | 2022-01-24T19:29:46Z | |
dc.date.available | 2022-01-24T19:29:46Z | |
dc.date.issued | 2021-08 | es_ES |
dc.identifier.issn | 0920-4741 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/180140 | |
dc.description.abstract | [EN] The layouts of most urban water systems are known. A head tank with an appropriate elevation is used to supply water through the network at a pressure equal (or higher) to that set by the relevant standards. Furthermore, equalization, fire and emergency storage are important benefits of tank use, as is the possibility of avoiding peak rate electricity fares. However, at the end of the last century, some tanks were reported to have a negative impact the quality of water, and recommendations were made to limit their volume and revise their geometry. Recently, alternative options have been considered. Equalization can be achieved with pumps with variable-frequency drivers, emergency situations can be avoided with electric oil generators and solar plants can be used to offset other generation types and reduce energy costs. Therefore, this article analyses the performance of tanks as an energy source, and tank and pump supply methods are directly compared; overall, direct supply through pumps is cheaper, more energy efficient and more environmentally convenient. Therefore, in the context of climate change, it seems reasonable to avoid water tanks as energy sources. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Springer-Verlag | es_ES |
dc.relation.ispartof | Water Resources Management | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Water distribution systems | es_ES |
dc.subject | Energy efficiency | es_ES |
dc.subject | Water tank | es_ES |
dc.subject | Life cycle cost | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.title | Rigid Versus Variable Energy Sources in Water-Pressurized Systems: An Economic and Environmental Analysis | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1007/s11269-021-02885-5 | 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 | Gomez Selles, E.; Briones-Hidrovo, A.; Del Teso-March, R.; Uche Marcuello, FJ.; Cabrera Marcet, E. (2021). Rigid Versus Variable Energy Sources in Water-Pressurized Systems: An Economic and Environmental Analysis. Water Resources Management. 35(10):3203-3220. https://doi.org/10.1007/s11269-021-02885-5 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1007/s11269-021-02885-5 | es_ES |
dc.description.upvformatpinicio | 3203 | es_ES |
dc.description.upvformatpfin | 3220 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 35 | es_ES |
dc.description.issue | 10 | es_ES |
dc.relation.pasarela | S\448269 | es_ES |
dc.description.references | Batchabani E, Fuamba M (2014) Optimal Tank Design in Water Distribution Networks: Review of Literature and Perspectives. J Water Resour Plan Manag 140(2):136–145 | es_ES |
dc.description.references | BOE (Boletín Oficial del Estado) (2020) Circular 3, 2020, de 15 de enero, de la Comisión Nacional de los Mercados y la Competencia, por la que se establece la metodología para el cálculo de los peajes de transporte y distribución de electricidad. BOE, 24 de enero de, 2020. Agencia Estatal Boletín Oficial del Estado, Madrid, pp 6953–6980 | es_ES |
dc.description.references | Cabrera E, Pardo MA, Cabrera Jr. E, Cobacho R (2010) Agua y energía en España. Un reto complejo y fascinante. Ingeniería del Agua 17(3):235–245 | es_ES |
dc.description.references | Cabrera E, Gómez E, Soriano J, del Teso R (2019) Eco-layouts in water distribution networks. J Water Resour Plann Manage 145(1):04018088. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001024 | es_ES |
dc.description.references | Clark RM, Abdesaken F, Boulos PF, Mau RE (1996) Mixing in distribution system storage tanks: Its effect on water quality. J Environ Eng 122(9):814–821 | es_ES |
dc.description.references | Dias AS, Kim H, Sivakumar PK et al (2013) Life cycle assessment: A comparison of manufacturing and remanufacturing processes of a diesel engine. Re-Engineering Manuf Sustain - Proc 20th CIRP Int Conf Life Cycle Eng 675–678 | es_ES |
dc.description.references | EPA (Environmental Protection Agency) (2002) Finished Water Storage Facilities. US Environmental Protection Agency. Office of Ground Water and Drinking Water. Washington | es_ES |
dc.description.references | Everhart GJ (2010) Comparison of life-cycle energy of water storage tanks. University of Florida | es_ES |
dc.description.references | Gómez E, Cabrera E, Balaguer M, Soriano J (2015) Direct and indirect water supply: An energy assessment. Proc Eng 119:1088–1097. https://doi.org/10.1016/j.proeng.2015.08.941 | es_ES |
dc.description.references | Grundfos (2019) Horizontal split case pumps. Booklet Data. Bjerringbro, Denmark | es_ES |
dc.description.references | Jens N, Anders N (2014) Water supply in tall buildings: Roof tanks vs. pressurized systems. Grundfos Water Boosting. Grundfos. Denmark | es_ES |
dc.description.references | Nee AYC (Editor) (2015) Handbook of Manufacturing Engineering and Technology, First. Springer London Heidelberg New York Dordrecht, Singapore | es_ES |
dc.description.references | Petit-Boix A, Roigé N, de la Fuente A, Pujadas P, Gabarrell X, Rieradevall J, Josa A (2016) Integrated Structural Analysis and Life Cycle Assessment of Equivalent Trench-Pipe Systems for Sewerage. Water Resour Manage 2016(30):1117–1130. https://doi.org/10.1007/s11269-015-1214-5 | es_ES |
dc.description.references | Pillot J, Catel J, Renaud E, Augeard B, Roux P (2016) Up to what point is loss reduction environmentally friendly?: The LCA of loss reduction scenarios in drinking water networks Water Research 104:231–241 | es_ES |
dc.description.references | Raluy RG, Serra L, Uche J, Valero A (2005) Life Cycle Assessment of Water Production Technologies Part 2: Reverse Osmosis Desalination versus the Ebro River Water Transfer. Int J LCA 10(5):346–354 | es_ES |
dc.description.references | Rossman LA, Uber JG, Grayman WM (1995) Modeling disinfectant residuals in drinking-water storage tanks. J Environ Eng 121(10):752 | es_ES |
dc.description.references | Rossman LA (2000) Epanet2. Users Manual. US EPA, Cincinnati. USA | es_ES |
dc.description.references | Stokes J, Horvath A (2006) Life Cycle Energy Assessment of Alternative Water Supply Systems (9 pp). The International Journal of Life Cycle Assessment 11:335–343 | es_ES |
dc.description.references | SV (Sustainability Victoria) (2009) Energy Efficiency Best Practice Guide Pumping System. Sustainability Victoria. Melbourne. Australia | es_ES |
dc.description.references | Tangsubkul N, Beavis P, Moore SJ, Lundie S, Waite TD (2005) Life Cycle Assessment of Water Recycling Technology. Water Resour Manage 19:521–537. https://doi.org/10.1007/s11269-005-5602-0 | es_ES |
dc.description.references | Uche J, Martinez A, Castellano C, Subiela V (2013) Life cycle analysis of urban water cycle in two Spanish areas: inland city and island area. Desalination Water Treat 51(1):280–291. https://doi.org/10.1080/19443994.2012.716634 | es_ES |
dc.description.references | Uche J, Martínez-Gracia A, Carmona U (2014) Life Cycle Assessment of the Supply and Use of Water in the Segura Basin Int J Life Cycle Assess 19:688–704. https://doi.org/10.1007/s11367-013-0677-y | es_ES |
dc.description.references | Walski TM (2000) Hydraulic design of water distribution storage tanks. Water distribution systems handbook, 10, McGraw-Hill, New York, pp 10.1–10.20 | es_ES |
dc.description.references | Walski TM (2012) Planning-level capital cost estimates for pumping. J Water Resources Planning and Management. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000167,307-310 | es_ES |
dc.description.references | WC (Water Corporation) (2017) Design Standard No. DS 61. Water Supply Distribution - Tanks. October 2017. Water Corporation. Osborne Park. Australia | es_ES |
dc.description.references | Wernet G, Bauer C, Steubing B, Reinhard J, Moreno-ruiz E, Weidema B (2016) The ecoinvent database version 3 ( part I ): overview and methodology. Int J Life Cycle Assess 3:1218–1230. https://doi.org/10.1007/s11367-016-1087-8 | es_ES |
dc.description.references | WHO (World Health Organization) (2017) Principles and practices of drinking-water chlorination: a guide to strengthening chlorination practices in small-to medium sized. World Health Organization. Regional Office for South East Asia. New Delhi, India | es_ES |
dc.subject.ods | 14.- Conservar y utilizar de forma sostenible los océanos, mares y recursos marinos para lograr el desarrollo sostenible | es_ES |