Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model

The non-hydrostatic wave-flow model SWASH was used to investigate the hydrodynamic processes at a reef fringed pocket beach in southwestern Australia (Gnarabup Beach). Gnarabup Beach is a ~1.5 km long beach with highly variable bathymetry that is bounded by rocky headlands. The site is also exposed...

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Published in:Journal of Marine Science and Engineering
Main Authors: Johan Risandi, Dirk P. Rijnsdorp, Jeff E. Hansen, Ryan J. Lowe
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2020
Subjects:
Online Access:https://doi.org/10.3390/jmse8110877
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spelling ftmdpi:oai:mdpi.com:/2077-1312/8/11/877/ 2023-08-20T04:09:58+02:00 Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model Johan Risandi Dirk P. Rijnsdorp Jeff E. Hansen Ryan J. Lowe agris 2020-11-04 application/pdf https://doi.org/10.3390/jmse8110877 EN eng Multidisciplinary Digital Publishing Institute Coastal Engineering https://dx.doi.org/10.3390/jmse8110877 https://creativecommons.org/licenses/by/4.0/ Journal of Marine Science and Engineering; Volume 8; Issue 11; Pages: 877 fringing reef pocket beach hydrodynamics SWASH Western Australia Text 2020 ftmdpi https://doi.org/10.3390/jmse8110877 2023-08-01T00:24:26Z The non-hydrostatic wave-flow model SWASH was used to investigate the hydrodynamic processes at a reef fringed pocket beach in southwestern Australia (Gnarabup Beach). Gnarabup Beach is a ~1.5 km long beach with highly variable bathymetry that is bounded by rocky headlands. The site is also exposed to large waves from the Southern Ocean. The model performance was evaluated using observations collected during a field program measuring waves, currents and water levels between June and July 2017. Modeled sea-swell wave heights (periods 5–25 s), infragravity wave heights (periods 25–600 s), and wave-induced setup exhibited moderate to good agreement with the observations throughout the model domain. The mean currents, which were highly-spatially variable across the study site, were less accurately predicted at most sites. Model agreement with the observations tended to be the worst in the areas with the most uncertain bathymetry (i.e., areas where high resolution survey data was not available). The nearshore sea-swell wave heights, infragravity wave heights and setup were strongly modulated by the offshore waves. The headlands and offshore reefs also had a strong impact on the hydrodynamics within the lagoon (bordered by the reefs) by dissipating much of the offshore sea-swell wave energy and modifying the pattern of the nearshore flows (magnitude and direction). Wave breaking on the reef platforms drove strong onshore directed mean currents over the reefs, resulting in off-shore flow through channels between the reefs and headlands where water exchanges from the lagoon to ocean. Our results demonstrate that the SWASH model is able to produce realistic predictions of the hydrodynamic processes within bathymetrically-complex nearshore systems. Text Southern Ocean MDPI Open Access Publishing Southern Ocean Long Beach Swash ENVELOPE(-67.524,-67.524,-67.581,-67.581) Journal of Marine Science and Engineering 8 11 877
institution Open Polar
collection MDPI Open Access Publishing
op_collection_id ftmdpi
language English
topic fringing reef
pocket beach
hydrodynamics
SWASH
Western Australia
spellingShingle fringing reef
pocket beach
hydrodynamics
SWASH
Western Australia
Johan Risandi
Dirk P. Rijnsdorp
Jeff E. Hansen
Ryan J. Lowe
Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
topic_facet fringing reef
pocket beach
hydrodynamics
SWASH
Western Australia
description The non-hydrostatic wave-flow model SWASH was used to investigate the hydrodynamic processes at a reef fringed pocket beach in southwestern Australia (Gnarabup Beach). Gnarabup Beach is a ~1.5 km long beach with highly variable bathymetry that is bounded by rocky headlands. The site is also exposed to large waves from the Southern Ocean. The model performance was evaluated using observations collected during a field program measuring waves, currents and water levels between June and July 2017. Modeled sea-swell wave heights (periods 5–25 s), infragravity wave heights (periods 25–600 s), and wave-induced setup exhibited moderate to good agreement with the observations throughout the model domain. The mean currents, which were highly-spatially variable across the study site, were less accurately predicted at most sites. Model agreement with the observations tended to be the worst in the areas with the most uncertain bathymetry (i.e., areas where high resolution survey data was not available). The nearshore sea-swell wave heights, infragravity wave heights and setup were strongly modulated by the offshore waves. The headlands and offshore reefs also had a strong impact on the hydrodynamics within the lagoon (bordered by the reefs) by dissipating much of the offshore sea-swell wave energy and modifying the pattern of the nearshore flows (magnitude and direction). Wave breaking on the reef platforms drove strong onshore directed mean currents over the reefs, resulting in off-shore flow through channels between the reefs and headlands where water exchanges from the lagoon to ocean. Our results demonstrate that the SWASH model is able to produce realistic predictions of the hydrodynamic processes within bathymetrically-complex nearshore systems.
format Text
author Johan Risandi
Dirk P. Rijnsdorp
Jeff E. Hansen
Ryan J. Lowe
author_facet Johan Risandi
Dirk P. Rijnsdorp
Jeff E. Hansen
Ryan J. Lowe
author_sort Johan Risandi
title Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
title_short Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
title_full Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
title_fullStr Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
title_full_unstemmed Hydrodynamic Modeling of a Reef-Fringed Pocket Beach Using a Phase-Resolved Non-Hydrostatic Model
title_sort hydrodynamic modeling of a reef-fringed pocket beach using a phase-resolved non-hydrostatic model
publisher Multidisciplinary Digital Publishing Institute
publishDate 2020
url https://doi.org/10.3390/jmse8110877
op_coverage agris
long_lat ENVELOPE(-67.524,-67.524,-67.581,-67.581)
geographic Southern Ocean
Long Beach
Swash
geographic_facet Southern Ocean
Long Beach
Swash
genre Southern Ocean
genre_facet Southern Ocean
op_source Journal of Marine Science and Engineering; Volume 8; Issue 11; Pages: 877
op_relation Coastal Engineering
https://dx.doi.org/10.3390/jmse8110877
op_rights https://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.3390/jmse8110877
container_title Journal of Marine Science and Engineering
container_volume 8
container_issue 11
container_start_page 877
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