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The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions

KRISTIAN IONS, Khan Ozdemir, Douglas Pender, Dominic Reeve Orcid Logo, Harshinie Karunarathna Orcid Logo

Frontiers in Marine Science, Volume: 10

Swansea University Authors: KRISTIAN IONS, Dominic Reeve Orcid Logo, Harshinie Karunarathna Orcid Logo

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DOI (Published version): 10.3389/fmars.2023.1087771

Abstract

Gravel barrier beaches can offer natural protection to coastlines from adversestorm conditions. Understanding the morphodynamics of gravel barrier beachesis vital for the effective and sustainable management of these systems. Here, weuse a synthetic dataset to investigate the morphodynamic response...

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Published in: Frontiers in Marine Science
ISSN: 2296-7745
Published: Frontiers Media SA 2023
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URI: https://cronfa.swan.ac.uk/Record/cronfa65552
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spelling v2 65552 2024-01-31 The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions 0eaeea3a999ce1ef38ade9b3b5f26a22 KRISTIAN IONS KRISTIAN IONS true false 3e76fcc2bb3cde4ddee2c8edfd2f0082 0000-0003-1293-4743 Dominic Reeve Dominic Reeve true false 0d3d327a240d49b53c78e02b7c00e625 0000-0002-9087-3811 Harshinie Karunarathna Harshinie Karunarathna true false 2024-01-31 Gravel barrier beaches can offer natural protection to coastlines from adversestorm conditions. Understanding the morphodynamics of gravel barrier beachesis vital for the effective and sustainable management of these systems. Here, weuse a synthetic dataset to investigate the morphodynamic response of the gravelbarrier beach at Hurst Castle Spit, located on the Southwest coast of the UnitedKingdom, to both unimodal and bimodal storms. This spit is exposed to wind andswell waves propagating up the English Channel from the Southwest approachesand has suffered repeated storm erosion. The results are analyzed to identify thekey drivers that govern the spatio-temporal gravel barrier morphodynamicresponses to storms and to explore the morphodynamic states of the barrier.We found that the morphodynamic response of the barrier beach is stronglyinfluenced by the combination of storm wave height and still water level. Further,the presence of swell waves can be a controlling factor in the barrier response. Journal Article Frontiers in Marine Science 10 Frontiers Media SA 2296-7745 Gravel barrier, beach erosion, XBeach numerical model, bimodal wave spectrum,sediment transport 25 4 2023 2023-04-25 10.3389/fmars.2023.1087771 Data availability statement:The original contributions presented in the study are included in the article/supplementary materials. Further inquiries can be directed to the corresponding author/s. COLLEGE NANME COLLEGE CODE Swansea University External research funder(s) paid the OA fee (includes OA grants disbursed by the Library) The project was jointly funded by the Welsh Government's European Social Fund (ESF) programme for East Wales and JBA Consulting, UK. Grant number EP/R51312X/1 for the EPSRC grant. 2024-10-18T16:52:15.3094260 2024-01-31T12:45:42.5137952 Faculty of Science and Engineering School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Mechanical Engineering KRISTIAN IONS 1 Khan Ozdemir 2 Douglas Pender 3 Dominic Reeve 0000-0003-1293-4743 4 Harshinie Karunarathna 0000-0002-9087-3811 5 65552__29501__d666c35f9208451eb469077123d1a36e.pdf Ions et al_2023(FMS).pdf 2024-01-31T12:50:23.3975477 Output 6526674 application/pdf Version of Record true © 2023 Ions, Ozdemir, Pender, Reeve and Karunarathna. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY) true eng http://creativecommons.org/licenses/by/4.0/
title The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
spellingShingle The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
KRISTIAN IONS
Dominic Reeve
Harshinie Karunarathna
title_short The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
title_full The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
title_fullStr The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
title_full_unstemmed The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
title_sort The morphodynamic response of a gravel barrier to unimodal and bimodal storm wave conditions
author_id_str_mv 0eaeea3a999ce1ef38ade9b3b5f26a22
3e76fcc2bb3cde4ddee2c8edfd2f0082
0d3d327a240d49b53c78e02b7c00e625
author_id_fullname_str_mv 0eaeea3a999ce1ef38ade9b3b5f26a22_***_KRISTIAN IONS
3e76fcc2bb3cde4ddee2c8edfd2f0082_***_Dominic Reeve
0d3d327a240d49b53c78e02b7c00e625_***_Harshinie Karunarathna
author KRISTIAN IONS
Dominic Reeve
Harshinie Karunarathna
author2 KRISTIAN IONS
Khan Ozdemir
Douglas Pender
Dominic Reeve
Harshinie Karunarathna
format Journal article
container_title Frontiers in Marine Science
container_volume 10
publishDate 2023
institution Swansea University
issn 2296-7745
doi_str_mv 10.3389/fmars.2023.1087771
publisher Frontiers Media SA
college_str Faculty of Science and Engineering
hierarchytype
hierarchy_top_id facultyofscienceandengineering
hierarchy_top_title Faculty of Science and Engineering
hierarchy_parent_id facultyofscienceandengineering
hierarchy_parent_title Faculty of Science and Engineering
department_str School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Mechanical Engineering{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Mechanical Engineering
document_store_str 1
active_str 0
description Gravel barrier beaches can offer natural protection to coastlines from adversestorm conditions. Understanding the morphodynamics of gravel barrier beachesis vital for the effective and sustainable management of these systems. Here, weuse a synthetic dataset to investigate the morphodynamic response of the gravelbarrier beach at Hurst Castle Spit, located on the Southwest coast of the UnitedKingdom, to both unimodal and bimodal storms. This spit is exposed to wind andswell waves propagating up the English Channel from the Southwest approachesand has suffered repeated storm erosion. The results are analyzed to identify thekey drivers that govern the spatio-temporal gravel barrier morphodynamicresponses to storms and to explore the morphodynamic states of the barrier.We found that the morphodynamic response of the barrier beach is stronglyinfluenced by the combination of storm wave height and still water level. Further,the presence of swell waves can be a controlling factor in the barrier response.
published_date 2023-04-25T16:52:13Z
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