Infragravity-wave dominance at sea-dikes fronted by very and extremely shallow foreshores

Conference Paper (2019)
Author(s)

C. H. Lashley (TU Delft - Hydraulic Structures and Flood Risk)

Jeremy Bricker (TU Delft - Hydraulic Structures and Flood Risk)

Jentsje van der Meer (IHE Delft Institute for Water Education)

C. Altomare (Universiteit Gent)

Tomohiro Suzuki (Flanders Hydraulics Research)

Research Group
Hydraulic Structures and Flood Risk
More Info
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Publication Year
2019
Language
English
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
3553-3559
ISBN (print)
9781880653852

Abstract

While the significance of infragravity waves (IG) in many—often-hazardous—nearshore processes is widely-recognized, many of the empirical and numerical models used in dike safety assessments do not (directly) consider their contribution. Here, we combine physical and numerical modelling to better understand the factors that contribute to the dominance of IG waves over higher-frequency waves at the dike toe. Findings show that IG-wave dominance increases as the ratio of local water depth to offshore significant wave height decreases. Therefore, it is critical that any tool used to assess the safety of dikes fronted by very and extremely shallow foreshores accurately describe IG-wave dynamics.

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