PHASE-RESOLVING MODELING AND OBSERVATIONS OF NEARSHORE WAVE TRANSFORMATIONS IN A COMPLEX REEF ENVIRONMENT

Wave-driven run-up events are severely impacting West Maui’s (WM) coastline with episodic inundation and chronic shoreline erosion. A combination of background sea level, tides, and sea and swell (SS) driven components, such as swash and infragravity (IG) waves contribute to the level of run-up experienced at the shore. The setup, swash, and IG wave responses under different SS conditions are highly variable along the WM coastline due to complex nearshore fringing reef-type bathymetry and coastal geomorphology. Simulating these responses to large swell events at different locations along the WM coast is necessary for accurate estimation of local run-up, enabling forecasting of, and community preparation for, coastal inundation events. The Pacific Islands Ocean Observing System (PacIOOS) Coastal Hazards Group (CHG) has implemented a two- dimensional phase-resolving numerical nearshore wave model of weak nonlinearity and dispersion (Roeber and Cheung, 2012), using high resolution bathymetry and topography data around WM. The phase-resolving model accounts for the cross- and along-shore transformations of gravity and IG wave energy for estimation of wave run- up. In recent efforts, an improved and computationally more efficient new model version (Mihami, 2023) was implemented that allows for faster computations thus expanding the possibilities and breadth of applications over larger domains.

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Publication Details

Journal
Coastal Engineering Proceedings
Published
2025-05-29
DOI
https://doi.org/10.9753/icce.v38.waves.41
Primary Topic
Coastal and Marine Dynamics
Type
article
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article

PHASE-RESOLVING MODELING AND OBSERVATIONS OF NEARSHORE WAVE TRANSFORMATIONS IN A COMPLEX REEF ENVIRONMENT

Martin Guiles, Douglas S. Luther, Camilla Tognacchini, Volker Roeber et al.
Coastal Engineering Proceedings
Coastal and Marine Dynamics
article

PHASE-RESOLVING MODELING AND OBSERVATIONS OF NEARSHORE WAVE TRANSFORMATIONS IN A COMPLEX REEF ENVIRONMENT

Martin Guiles, Douglas S. Luther, Camilla Tognacchini, Volker Roeber, Fatima-Zahra Mihami, Assaf Azouri, Ning Li
article en

Abstract

Wave-driven run-up events are severely impacting West Maui’s (WM) coastline with episodic inundation and chronic shoreline erosion. A combination of background sea level, tides, and sea and swell (SS) driven components, such as swash and infragravity (IG) waves contribute to the level of run-up experienced at the shore. The setup, swash, and IG wave responses under different SS conditions are highly variable along the WM coastline due to complex nearshore fringing reef-type bathymetry and coastal geomorphology. Simulating these responses to large swell events at different locations along the WM coast is necessary for accurate estimation of local run-up, enabling forecasting of, and community preparation for, coastal inundation events. The Pacific Islands Ocean Observing System (PacIOOS) Coastal Hazards Group (CHG) has implemented a two- dimensional phase-resolving numerical nearshore wave model of weak nonlinearity and dispersion (Roeber and Cheung, 2012), using high resolution bathymetry and topography data around WM. The phase-resolving model accounts for the cross- and along-shore transformations of gravity and IG wave energy for estimation of wave run- up. In recent efforts, an improved and computationally more efficient new model version (Mihami, 2023) was implemented that allows for faster computations thus expanding the possibilities and breadth of applications over larger domains.

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