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May 15, 2020

Complex Flow Patterns in the Scheldt Estuary: Field Measurements and Validation of a Hydrodynamic Model

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 7

Abstract

The morphology of the Scheldt estuary creates challenges for its different functions. Large shoals and adjacent channels with sharp bends result in challenging conditions for navigation. In order to provide estuarine managers with adequate answers, different research tools are necessary: numerical models, physical scale models, monitoring, and system understanding and expertise. This paper describes the validation of two numerical models, focusing on the Hansweert area, which is characterized by complex flow fields and important dredging works. In 2016, velocity measurements were executed over two spring-neap cycles using Acoustic Doppler Profiler devices. These velocity measurements are used for additional validation of two existing numerical models, describing the entire Scheldt estuary. Both models have shown good performance in large-scale tidal hydrodynamics, but uncertainty increases for local flow patterns, especially in shallow and intertidal areas. Adapting the local friction field improved significantly the representation of the measured complex flow patterns (e.g., large eddies) in the study area without impacting the overall model performance. This model allows both the improvement of our system understanding, e.g., formation of the large eddy, as well as the generation of flow patterns that are used in a ship simulator, where river pilots train to prepare for the challenging flow conditions in the field.

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Acknowledgments

This study was performed within the framework of the Flemish-Dutch research programme Agenda for the future, financed by the Flemish-Dutch Scheldt Commission. We would like to thank crew members from the hydrometric vessels that performed the in situ measurements and colleagues at Rijkswaterstaat, Flemish government, and Nena Vandebroek (Antea Group) for analysing and postprocessing the data from the measurment campaign.

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 7July 2020

History

Received: Feb 6, 2019
Accepted: Oct 25, 2019
Published online: May 15, 2020
Published in print: Jul 1, 2020
Discussion open until: Oct 15, 2020

Authors

Affiliations

Flanders Hydraulics Research, Berchemlei 115, 2140 Antwerp, Belgium; Antwerp Port Authority, Zaha Hadidplein 1, 2030 Antwerp, Belgium; Guest Lecturer, Faculty of Applied Engineering, Antwerp Univ., Groenenborgerlaan 171, 2020 Antwerp, Belgium (corresponding author). ORCID: https://orcid.org/0000-0002-4303-082X. Email: [email protected]
Flanders Hydraulics Research, Berchemlei 115, 2140 Antwerp, Belgium. ORCID: https://orcid.org/0000-0002-5874-1704. Email: [email protected]
Flanders Hydraulics Research, Berchemlei 115, 2140 Antwerp, Belgium. Email: [email protected]
M. Schrijver [email protected]
Rijkswaterstaat Zee en Delta, Poelendaelesingel 18, 4335 JA Middelburg, Netherlands. Email: [email protected]

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