Mostrar el registro sencillo del ítem
dc.contributor.author | Mora Rodríguez, José de Jesús | es_ES |
dc.contributor.author | López Jiménez, Petra Amparo | es_ES |
dc.contributor.author | Ramos, Helena M. | es_ES |
dc.date.accessioned | 2014-06-11T09:56:37Z | |
dc.date.available | 2014-06-11T09:56:37Z | |
dc.date.issued | 2011 | |
dc.identifier.issn | 2076-2895 | |
dc.identifier.uri | http://hdl.handle.net/10251/38072 | |
dc.description.abstract | [EN] Intrusion through leaks occurrence is a phenomenon when external fluid comes into water pipe systems. This phenomenon can cause contamination problems in drinking pipe systems. Hence, this paper focuses on the entry of external fluids across small leaks during normal operation conditions. This situation is especially important in elevated points of the pipe profile. Pressure variations can origin water volume losses and intrusion of contaminants into the drinking water pipes. This work focuses in obtaining up the physical representation on a specific case intrusion in a pipe water system. The combination of two factors is required to generate this kind of intrusion in a water supply system: on one hand the existence of at least a leak in the system; on the other hand, a pressure variation could occur during the operation of the system due to consumption variation, pump start-up or shutdown. The potential of intrusion during a dynamic or transient event is here analyzed. To obtain this objective an experimental case study of pressure transient scenario is analyzed with a small leak located nearby the transient source. | es_ES |
dc.description.sponsorship | This article has been made possible through actions of the DIHMA researchers, involved in the following projects: DANAIDES: Desarrollo de herramientas de simulación para la caracterización hidráulica de redes de abastecimiento a través de indicadores de calidad del agua. REF. DPI2007-63424. Ministerio de Educación y Ciencia de España. To Generalitat Valenciana for the scholarship for stays in centers of investigation out of the community valencian BEFPI2010. The authors wants to acknowledge to FCT through projects PTDC/ECM/64821, 65731 and 68694/2006, CEHIDRO and the Hydro-systems research centre from the Department of Civil Engineering, at Instituto Superior Técnico. | |
dc.language | Inglés | es_ES |
dc.publisher | International Energy and Environment Foundation | es_ES |
dc.relation.ispartof | International Journal of Energy and Environment | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Transient pressure | es_ES |
dc.subject | Experimental model | es_ES |
dc.subject | CFD model | es_ES |
dc.subject | Leaks | es_ES |
dc.subject | Water pollution | es_ES |
dc.subject.classification | INGENIERIA HIDRAULICA | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.title | Intrusion problematic during water supply systems' operation | es_ES |
dc.type | Artículo | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/FCT/5876-PPCDTI/64821/PT/Integrated risk management of public infrastructures: the water supply systems/ | |
dc.relation.projectID | info:eu-repo/grantAgreement/MEC//DPI2007-63424/ES/DESARROLLO DE HERRAMIENTAS DE SIMULACION PARA LA CARACTERIZACION HIDRAULICA DE REDES DE ABASTECIMIENTO A TRAVES DE INDICADORES DE CALIDAD DEL AGUA./ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/FCT/3599-PPCDT/68694/PT/Pipelines Systems Behaviour and Vulnerability in Filling and Pressurizing Operations - Risk Mitigation Methodologies/ | |
dc.relation.projectID | info:eu-repo/grantAgreement/GVA//BEFPI2010/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/FCT/3599-PPCDT/65731/PT/Energy and hydraulic efficiency in water supply systems/ | |
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 | Mora Rodríguez, JDJ.; López Jiménez, PA.; Ramos, HM. (2011). Intrusion problematic during water supply systems' operation. International Journal of Energy and Environment. 2(3):391-400. http://hdl.handle.net/10251/38072 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://www.ijee.ieefoundation.org/vol2/issue3/IJEE_00_v2n3.pdf | es_ES |
dc.description.upvformatpinicio | 391 | es_ES |
dc.description.upvformatpfin | 400 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 2 | es_ES |
dc.description.issue | 3 | es_ES |
dc.relation.senia | 41347 | |
dc.contributor.funder | Ministerio de Educación y Ciencia | |
dc.contributor.funder | Generalitat Valenciana | |
dc.contributor.funder | Fundação para a Ciência e a Tecnologia, Portugal |