Numerical experiments on resonant wave amplification over a fringing reef

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Abstract

Waves are important drivers for reef hydrodynamics, and therefore strongly contribute to flooding over reef-lined coasts. While high-frequency waves are largely dissipated when they propagate over the reef flat due to breaking and friction, low-frequency (LF) waves are generally able to reach the back-reef beach. There, they can reflect and form (quasi-) standing wave patterns, which under resonant conditions can lead to disproportionally high run-up on the beach (e.g., Pequignet et al., 2009; Gawehn et al., 2016). The probability of this phenomenon is expected to increase due to sea-level rise (e.g., Pequignet et al., 2009). In this study, we numerically investigate long wave resonance and the processes enhancing or limiting the resonant amplification of long waves over the reef flat. Besides the role of frictional dissipation (e.g., Pomeroy et al. 2012), we investigate how the nonlinear transformation of long waves influences the amplification rate.
Original languageEnglish
Title of host publicationProceedings of virtual Conference on Coastal Engineering, 2020
EditorsPatrick Lynett
PublisherCoastal Engineering Research Council
Number of pages2
Volume36v
Edition2020
ISBN (Print)978-0-9896611-5-7
DOIs
Publication statusPublished - 2020
Event2020 Virtual International Conference on Coastal Engineering, vICCE 2020 - Virtual, Online, Australia
Duration: 6 Oct 20209 Oct 2020

Publication series

NameProceedings of the Coastal Engineering Conference
ISSN (Print)0161-3782

Conference

Conference2020 Virtual International Conference on Coastal Engineering, vICCE 2020
Country/TerritoryAustralia
CityVirtual, Online
Period6/10/209/10/20

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