Turbidity maxima in estuarine networks

Dependence on fluvial sediment input and local deepening/narrowing with an exploratory model

Journal Article (2022)
Author(s)

Jinyang Wang (Universiteit Utrecht)

Yoeri M. Dijkstra (TU Delft - Mathematical Physics)

Huib E. de Swart (Universiteit Utrecht)

Research Group
Mathematical Physics
Copyright
© 2022 Jinyang Wang, Y.M. Dijkstra, Huib E. de Swart
DOI related publication
https://doi.org/10.3389/fmars.2022.940081
More Info
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Publication Year
2022
Language
English
Copyright
© 2022 Jinyang Wang, Y.M. Dijkstra, Huib E. de Swart
Research Group
Mathematical Physics
Volume number
9
Pages (from-to)
1-15
Reuse Rights

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Abstract

An estuarine turbidity maximum (ETM) results from various subtidal sediment transport mechanisms related to, e.g., river, tides, and density gradients, which have been extensively analysed in single-channel estuaries. However, ETMs have also been found in estuaries composed of multiple interconnected tidal channels, where the water and suspended fine sediments are exchanged at the junctions with possible occurrence of sediment overspill. The overall aim of this study is to understand the processes that determine the ETM dynamics in such channel networks. Specifically, focusing on the ETMs formation due to sediment transport by river flow and density-driven flow, the dependence of ETM locations in an idealised three-channel network on fluvial sediment input and the local deepening and narrowing of a seaward channel is investigated. It is found that the ETM dynamics in channels of a network is coupled, and hence, changes in one channel affect the ETM pattern in all channels. Sensitivity results show that, keeping river discharge fixed, a larger fluvial sediment input leads to the upstream shift of ETMs and an increase in the overall sediment concentration. Both deepening or narrowing of a seaward channel may influence the ETMs in the entire network. Furthermore, the effect of either deepening or narrowing of a seaward channel on the ETM locations in the network depends on the system geometry and the dominant hydrodynamic conditions. Therefore, the response of the ETM location to local geometric changes is explained by analysing the dominant sediment transport mechanisms. In addition to the convergence of sediment transport mechanisms in single-estuarine channels, ETM dynamics in networks is found to be strongly affected by net exchange of sediment between the branches of a network. We find that considering the sensitivity of net sediment transport to geometric changes is needed to understand the changing ETM dynamics observed in a real estuarine network.