Flow fields and particle trajectories beneath a tidal bore:A numerical study
Flow fields and particle trajectories beneath a tidal bore:A numerical study作者机构:Institut Pprime Université de Bordeaux
出 版 物:《International Journal of Sediment Research》 (国际泥沙研究(英文版))
年 卷 期:2018年第33卷第3期
页 面:351-370页
核心收录:
学科分类:07[理学] 0707[理学-海洋科学] 08[工学] 081502[工学-水力学及河流动力学] 0815[工学-水利工程]
基 金:financial assistance of the Agence Nationale de la Recherche (Projet MASCARET 10-BLAN-0911-01)
主 题:Tidal bores Sediment transport Trajectories Physical modeling Numerical modeling
摘 要:Tidal bores may appear in some estuaries when the tides quickly reach a high level. This phenomenon is rare but has a strong impact during its short duration: i.e. the river bed is significantly eroded and sediments are then transported. In this paper, the trajectories of suspended particles induced by this flow are numerically studied. Four undular bores with Froude numbers between 1.1 and 1.2 are *** similar Froude numbers, various initial flow conditions were selected to produce or not an inversion of the flow direction during the bore passage. The particle trajectories associated with each distinct flow configuration are presented and analyzed. These trajectories, estimated by solving the Maxey-Riley equation, appear to be very different even though the Froude numbers of flows are *** observations are important because the Froude number is often used to characterize a tidal bore as it describes well the free surface, however, it cannot describe the sediment transport. Finally, Chen’s model of wave-current interactions is adapted to fit the cases studied and is applied to the four bores simulated. The results highlight that this latter model can reproduce the observed trajectories and dissociate their different components. From this model, it is shown that the inertial and Basset history effects can be neglected compared to the gravity and flow entrainment effects due to the viscous drag when one wants to determine the long-term trajectories of suspended particles.