Testing a Coupled Shoreline and Beach-Dune Model for a Predictive Digital Twin of a Hybrid Dune-Dike System

Book Chapter (2026)
Author(s)

F. Galiforni-Silva (TU Delft - Civil Engineering & Geosciences)

S. Dan (Flanders Hydraulics)

Sierd De Vries (TU Delft - Civil Engineering & Geosciences)

Caroline Hallin (Lund University)

B. J.A. Huisman (Deltares)

Maaike Maarse (Deltares)

F. van Rees (NIOZ Royal Netherlands Institute for Sea Research)

Ad J.H.M. Reniers (TU Delft - Civil Engineering & Geosciences)

Research Group
Coastal Engineering
DOI related publication
https://doi.org/10.1007/978-3-032-15477-4_33 Final published version
More Info
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Publication Year
2026
Language
English
Research Group
Coastal Engineering
Pages (from-to)
210-216
Publisher
Springer Science and Business Media B.V.
ISBN (print)
['978-3-032-15472-9', '978-3-032-15475-0']
ISBN (electronic)
978-3-032-15473-6
Event
Coastal Dynamics 2025 (2025-04-07 - 2025-04-11), Aveiro, Portugal
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Abstract

In recent years, Predictive Digital Twins (PDT) have emerged as a potential tool to monitor and predict the behavior of dynamic systems, including nature-based solutions in natural coastal systems. Here, we test the potential of using a simple, coupled shoreline and beach-dune model as a base for a PDT. The models exchange sediment flux balance information at each time step and recalculate shoreline positions and beach-dune profiles accordingly. We test the concept in two cases: a schematized shoreline and a case study in an existing hybrid dune-dike system. Results show that the model is sufficiently robust for consideration as a basis for the PDT. Expected alongshore patterns, such as increased dune growth for larger beach widths, emerged in the schematized test, whereas most of the trends found in the real case could also be simulated. The information exchange of sediment fluxes across beach compartments allows different models to operate at different timescales simultaneously. Parametrizations of specific sediment fluxes between beach-dune compartments may be done directly, considering sufficient information and a proper description of the process already exists. Further steps include the development of a more robust framework for model and data integration and the inclusion of different existing or new coastal models.