Modelling lateral circulation during flood season at the Oujiang River Estuary, China

2020 ◽  
Vol 101 ◽  
pp. 102235
Author(s):  
Jingui Liu ◽  
Yichun Li ◽  
Qingqing Pan ◽  
Shasha Lu ◽  
Yun Li
2012 ◽  
Vol 26 (2) ◽  
pp. 351-362 ◽  
Author(s):  
Wei-bo Lin ◽  
Yi-gang Wang ◽  
Xiao-hong Ruan ◽  
Qun Xu

2014 ◽  
Vol 955-959 ◽  
pp. 2996-3000
Author(s):  
Biao Wang ◽  
Jian Rong Zhu

The hydrodynamics in the Lingdingyang Bay of the Pearl River Estuary is complicated due to the combined effect of river runoff, tide and bathymetry. In this paper, the residual current patterns were investigated in the Lingdingyang Bay during the dry season based on Finite-Volume Coastal Ocean Model (FVCOM). The horizontal distributions of the residual current suggest that during both neap and spring tide the residual current is relatively strong at the surface while it weakens quite a lot at the bottom. Due to the northeasterly wind, a lateral circulation westward at the surface and eastward at the bottom is also found, which is more evident during neap tide than spring tide. The vertical profiles of residual current along deep channels show an obvious spring-neap variation, with the strongest estuarine circulation pattern during the moderate tide after neap.


2009 ◽  
Vol 39 (9) ◽  
pp. 2324-2337 ◽  
Author(s):  
Peng Cheng ◽  
Robert E. Wilson ◽  
Robert J. Chant ◽  
David C. Fugate ◽  
Roger D. Flood

Abstract The dynamics of lateral circulation in the Passaic River estuary is examined in this modeling study. The pattern of lateral circulation varies significantly over a tidal cycle as a result of the temporal variation of stratification induced by tidal straining. During highly stratified ebb tides, the lateral circulation exhibits a vertical two-cell structure. Strong stratification suppresses vertical mixing in the deep channel, whereas the shoal above the halocline remains relatively well mixed. As a result, in the upper layer, the lateral asymmetry of vertical mixing produces denser water on the shoal and fresher water over the thalweg. This density gradient drives a circulation with surface currents directed toward the shoal, and the currents at the base of the pycnocline are directed toward the thalweg. In the lower layer, the lateral circulation tends to reduce the tilting of isopycnals and gradually diminishes at the end of the ebb tide. A lateral baroclinic pressure gradient is a dominant driving force for lateral circulation during stratified ebb tides and is generated by differential diffusion that indicates a lateral asymmetry in vertical mixing. Over the thalweg, vertical mixing is strong during the flood and weak during the ebb. Over the shoal, the tidally periodical stratification shows an opposite cycle of that at the thalweg. Lateral straining tends to enhance stratification during flood tides and vertical diffusion maintains the relatively well-mixed water column over the shoal during the stratified ebb tides.


2017 ◽  
Vol 148 ◽  
pp. 9-18 ◽  
Author(s):  
Ming Li ◽  
Wei Liu ◽  
Robert Chant ◽  
Arnoldo Valle-Levinson

2009 ◽  
Vol 21 (6) ◽  
pp. 835-842 ◽  
Author(s):  
Heng-zhi Jiang ◽  
Yong-ming Shen ◽  
Shou-dong Wang

2021 ◽  
Vol 9 (11) ◽  
pp. 1291
Author(s):  
Chengcheng Hou ◽  
Jianrong Zhu ◽  
Ju Huang ◽  
Xinyue Cheng

Estuaries are areas where runoff and tide interact. Tidal waves propagate upstream from river mouths and produce tidal currents and tidal level variations along rivers. Based on the hydrological frequency analysis of river discharge in the dry season and flood season at the Datong hydrological station over the past 70 years, a three-dimensional estuary numerical model was used to produce the quantitative relationships between the tidal current limit, tidal level limit and river discharge in the Changjiang River estuary. The positions of tidal current limit and tidal level limit depend not only on river discharge but also on river topography. When river discharge varies from a hydrological frequency of 95% to 5%, the relationship between the tidal current limit and river discharge is y=2×10−13x3+3 × 10−8x2− 0.0074x+359.35 in the flood season, with a variation range of 90 km, and y=−4×10−10x3−1 × 10−5x2−0.1937x − 1232.9 in the dry season, with a variation range of 200 km. The relationship between the tidal level limit and river discharge is y=6×10−8x2−0.0096x+775.94 in the flood season, with a variation range of 127 km, and y=0.3428x2−17.9x+777.55 in the dry season, with a variation range of 83 km, which is located far upstream of the Datong hydrological station.


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