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Hydrodynamic modelling of tidal-fluvial flows in a large river estuary

Sandbach, S.D.; Nicholas, A.P.; Ashworth, P.J.; Best, J.L.; Keevil, C.E.; Parsons, D.R.; Prokocki, E.W.; Simpson, C.J.

Authors

S.D. Sandbach

A.P. Nicholas

P.J. Ashworth

J.L. Best

C.E. Keevil

D.R. Parsons

E.W. Prokocki

C.J. Simpson



Abstract

© 2018 The Authors The transition between riverine and estuarine environments is characterised by a change from unidirectional to bidirectional flows, in a region referred to herein as the Tidally-Influenced Fluvial Zone (TIFZ). In order to improve our understanding of the hydrodynamics and morphodynamics of this zone, we present a combined field and numerical modelling study of the Columbia River Estuary (CRE), USA, tidally-influenced fluvial zone. The CRE is large measuring 40 km in length and between 5 and 10 km wide. A shallow water model (Delft3D) was applied in both 2D and 3D configurations and model sensitivity to the key process parameterizations was investigated. Our results indicate that a 2D model constrained within the estuary can sufficiently reproduce depth-averaged flow within the TIFZ of a stratified estuary. Model results highlight the interactions between tidal-, fluvial- and topographic-forcing that result in depth dependent tidal rectification, and thus zones of residual sediment transport that: i) may be flood-directed along shallow channel margins and in the lee of bars, and simultaneously ii) is ebb-directed within deeper channel thalwegs. This condition is enhanced at lower discharges, but increased fluvial discharge reduces the number and size of regions with net flood-directed sediment transport and flow. These sediment transport patterns provide a mechanism to extend the bar/island topography downstream, and generate flood-directed, ebb-directed, and symmetrical bedforms, all within the same channel. Analysis of the model data reveals flood-directed sediment transport is due to both tidal variability and mean flow. These results highlight the need to include the mean flow component (M0) when considering the long-term morphodynamic evolution in a TIFZ.

Citation

Sandbach, S., Nicholas, A., Ashworth, P., Best, J., Keevil, C., Parsons, D., Prokocki, E., & Simpson, C. (2018). Hydrodynamic modelling of tidal-fluvial flows in a large river estuary. Estuarine, coastal and shelf science, 212, 176-188. https://doi.org/10.1016/j.ecss.2018.06.023

Journal Article Type Article
Acceptance Date Jun 25, 2018
Online Publication Date Jun 27, 2018
Publication Date Nov 15, 2018
Deposit Date Feb 13, 2019
Publicly Available Date Feb 13, 2019
Journal Estuarine, Coastal and Shelf Science
Print ISSN 0272-7714
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 212
Pages 176-188
DOI https://doi.org/10.1016/j.ecss.2018.06.023
Keywords Sediment transport; Tidal constituent; Residual flow; Tidal-fluvial interactions; Columbia river estuary; Model parameterisation
Public URL https://hull-repository.worktribe.com/output/939029
Publisher URL https://www.sciencedirect.com/science/article/pii/S0272771417310843?via%3Dihub
Contract Date Feb 13, 2019

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Copyright Statement
This work is licensed under a Creative Commons Attribution 4.0 International License.






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