Hydrodynamics and suspended sediment dynamics in estuarine channel networks: an idealised modelling approach

Abstract

Estuaries are often characterised by a complex network of branching channels, in which the water motion is primarily driven by tides and fresh water discharge. For both scientific reasons and management purposes, it is important to gain more fundamental knowledge about the hydrodynamics in such networks, as well as their implications for turbidity and ecological functioning. A generic 2DV estuarine network model is developed to study tides and river water transport and to understand the dependence of their along-channel and vertical structure on forcings, geometry characteristics and sea level changes. The model is subsequently applied to the Yangtze Estuary to investigate tides and the distribution of river water over channels during dry and wet seasons, spring tide, as well as prior to and after the formation of Hengsha Passage and the construction of the Deep Waterway Project, and sea level rise. Increasing river discharge enhances the friction for tides by increasing both internal and bottom stresses. Changes in tidal forcing are correlated with the friction for both tide and river. A shortcut channel reduces the water level difference in adjacent channels, as well as the tidal amplitudes difference. Sea level rise results in larger friction parameters, faster propagation of tides, and more even distribution of river water transport. The distribution of river water transport is hardly affected by the above-mentioned changes. Model results and current vertical structure are consistent with observations. Mechanisms controlling the distribution of net water transport in estuarine networksThis chapter is based on the article Wang, J., Dijkstra, Y. M., and de Swart, H. E. (2022) Mechanisms controlling the distribution of net water transport in estuarine networks.