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dc.contributor.author | Fuertes Miquel, Vicente Samuel | es_ES |
dc.contributor.author | López Jiménez, Petra Amparo | es_ES |
dc.contributor.author | Martínez-Solano, F. Javier | es_ES |
dc.contributor.author | López-Patiño, Gonzalo | es_ES |
dc.date.accessioned | 2017-09-29T07:37:45Z | |
dc.date.available | 2017-09-29T07:37:45Z | |
dc.date.issued | 2016-12 | |
dc.identifier.issn | 0315-1468 | |
dc.identifier.uri | http://hdl.handle.net/10251/88230 | |
dc.description.abstract | [EN] This work considers the behaviour of air inside pipes when the air is expelled through air valves. Generally, the air shows isothermal behaviour. Nevertheless, when the transient is very fast, it shows adiabatic behaviour. In a real installation, an intermediate evolution between these two extreme conditions occurs. Thus, it is verified that the results vary significantly depending on the hypothesis adopted. To determine the pressure of the air pocket, the most unfavourable hypothesis (isothermal behaviour) is typically adopted. Nevertheless, from the perspective of the water hammer that takes place when the water column arrives at the air valve and abruptly closes, the most unfavourable hypothesis is the opposite (adiabatic behaviour). In this case, the residual velocity with which the water arrives at the air valve is higher, and, consequently, the water hammer generated is greater. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | NRC Research Press (Canadian Science Publishing) | es_ES |
dc.relation.ispartof | Canadian Journal of Civil Engineering | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Air pockets | es_ES |
dc.subject | Air valves | es_ES |
dc.subject | Flows in pipes and nozzles | es_ES |
dc.subject | Mathematical models | es_ES |
dc.subject | Pressurized flow | es_ES |
dc.subject | Water pipelines | es_ES |
dc.subject | ENTRAPPED AIR | es_ES |
dc.subject | TRANSIENT FLOW | es_ES |
dc.subject | MIXED FLOWS | es_ES |
dc.subject | WATER | es_ES |
dc.subject | PIPE | es_ES |
dc.subject | TRANSITION | es_ES |
dc.subject | SYSTEMS | es_ES |
dc.subject | SEWERS | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.subject.classification | INGENIERIA HIDRAULICA | es_ES |
dc.title | Numerical modelling of pipelines with air pockets and air valves | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1139/cjce-2016-0209 | |
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.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.description.bibliographicCitation | Fuertes Miquel, VS.; López Jiménez, PA.; Martínez-Solano, FJ.; López-Patiño, G. (2016). Numerical modelling of pipelines with air pockets and air valves. Canadian Journal of Civil Engineering. 43(12):1052-1061. doi:10.1139/cjce-2016-0209 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1139/cjce-2016-0209 | es_ES |
dc.description.upvformatpinicio | 1052 | es_ES |
dc.description.upvformatpfin | 1061 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 43 | es_ES |
dc.description.issue | 12 | es_ES |
dc.relation.senia | 323334 | es_ES |
dc.identifier.eissn | 1208-6029 |