SIMULATING BEACH AND DUNE EVOLUTION DUE TO LONGSHORE TRANSPORT, AEOLIAN TRANSPORT AND DUNE EROSION

Dune dynamics play an important role in the cross-shore redistribution of sand volume. Though dune erosion during storms is a short-term process on the timescale of days, the effects on the coastal system may be long-term. On the other hand, the recovery or growth of the dune by wind-blown sand originating from the beach and intertidal zone, is on average 10 m3/m per year along the Dutch coast. It is therefore an important source and sink term for coastline evolution. Here we describe the implementation in the ShorelineS code (Roelvink et al, 2020) as a separate module, that can be activated if relevant for the specific coastal zone. Furthermore, this can help to specify practical choices in the set-up of a model, when simulating a coastal zone with both accreting and eroding sections, it is more realistic to be able to separately specify an active height for the underwater profile (depth of closure up to dune foot) and dune profile (dune foot to dune height).

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Publication Details

Journal
Coastal Engineering Proceedings
Published
2025-05-29
DOI
https://doi.org/10.9753/icce.v38.sediment.98
Primary Topic
Coastal and Marine Dynamics
Type
article
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article

SIMULATING BEACH AND DUNE EVOLUTION DUE TO LONGSHORE TRANSPORT, AEOLIAN TRANSPORT AND DUNE EROSION

Dano Roelvink, Anna Kroon, B.J.A. Huisman, Anouk de Bakker et al.
Coastal Engineering Proceedings
Coastal and Marine Dynamics
article

SIMULATING BEACH AND DUNE EVOLUTION DUE TO LONGSHORE TRANSPORT, AEOLIAN TRANSPORT AND DUNE EROSION

Dano Roelvink, Anna Kroon, B.J.A. Huisman, Anouk de Bakker, Y.H. Attema
article en

Abstract

Dune dynamics play an important role in the cross-shore redistribution of sand volume. Though dune erosion during storms is a short-term process on the timescale of days, the effects on the coastal system may be long-term. On the other hand, the recovery or growth of the dune by wind-blown sand originating from the beach and intertidal zone, is on average 10 m3/m per year along the Dutch coast. It is therefore an important source and sink term for coastline evolution. Here we describe the implementation in the ShorelineS code (Roelvink et al, 2020) as a separate module, that can be activated if relevant for the specific coastal zone. Furthermore, this can help to specify practical choices in the set-up of a model, when simulating a coastal zone with both accreting and eroding sections, it is more realistic to be able to separately specify an active height for the underwater profile (depth of closure up to dune foot) and dune profile (dune foot to dune height).

Coastal Engineering Proceedings(38)
Openalex Percentile: Top 63%
Coastal and Marine Dynamics
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