Mostrar el registro sencillo del ítem

dc.contributor.authorRuiz Reina, Antonio
dc.contributor.authorLópez Ruiz, Alejandro 
dc.contributor.authorOrtega Sánchez, Miguel 
dc.date.accessioned2025-02-19T08:49:57Z
dc.date.available2025-02-19T08:49:57Z
dc.date.issued2024-07-11
dc.identifier.citationPublished version: Ruiz Reina, Antonio; López Ruiz, Alejandro y Ortega Sánchez, Miguel. Journal of Geophysical Research: OceansVolume 130, Issue 1 e2024JC021500. https://doi.org/10.1029/2024JC021500es_ES
dc.identifier.urihttps://hdl.handle.net/10481/102482
dc.descriptionThis work has been supported by the Spanish Ministry of Economy and Competitiveness. Grant PID2021-125895OA-I00 (project RESILIENCE) funded by MCIN/AEI/ 10.13039/501100011033 and by ERDF “A way of making Europe”.es_ES
dc.description.abstractThe hydrodynamics of river mouths are the result of a complex interaction between river flow, tidal conditions and outlet geometry. This complex interaction of factors shapes the jet that flows onto the continental shelf and influences the dynamics of these areas. To gain insight into the response of the jet to different outlet and nearshore geometries and changing river discharge and tidal conditions, the hydrodynamics of idealised river mouths are simulated numerically. Compared to previous work, the model includes tran sient river discharge and tidal conditions and more realistic nearshore geometries. Comparison with classical jet theory indicates that the model adequately simulates jet hydrodynamics. The results show that both the outlet geometry and the transient river discharge and tidal conditions have a significant influence on the jet structure and evolution along the nearshore. For constant river discharge and water level conditions, the results indicate that the nearshore profile plays a key role in determining the expansion or contraction of the jet. The momentum balance shows that the jet behaviour is related to the momentum transport and the barotropic terms. In cases where the river discharge and tidal conditions are transient, the jet alternates between a structure with two velocity maxima at the edges or a single peak in the centre during the tidal cycle. This alternation occurs as a function of the time along the tidal phase and the time lag between the tidal conditions and the river hydrograph. The morphodynamic consequences of these two different jet structures are also discussed.es_ES
dc.description.sponsorshipMICIU/AEI/10.13039/501100011033 PID2021-125895OA-I00es_ES
dc.description.sponsorshipERDF/EUes_ES
dc.language.isoenges_ES
dc.publisherWileyes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleRiver Mouth Hydrodynamics: The Role of the Outlet Geometry and Transient Tidal and River Discharge Conditions on the Jet Structurees_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.1029/2024JC021500
dc.type.hasVersionSMURes_ES


Ficheros en el ítem

[PDF]

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem

Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Excepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 Internacional