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A new approach to analytical modelling of groyne fields

Antonios Valsamidis, Dominic Reeve Orcid Logo

Continental Shelf Research, Volume: 211, Start page: 104288

Swansea University Authors: Antonios Valsamidis, Dominic Reeve Orcid Logo

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Abstract

Analytical and computational techniques for finding solutions to the equations describing shoreline evolution are widely known and the advantages and disadvantages of both are well documented. Initial analytical solutions to the 1-line models were restricted to constant wave conditions and simple be...

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Published in: Continental Shelf Research
ISSN: 0278-4343
Published: Elsevier BV 2020
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URI: https://cronfa.swan.ac.uk/Record/cronfa55548
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spelling 2020-12-04T12:13:30.7243465 v2 55548 2020-10-29 A new approach to analytical modelling of groyne fields 655e856b5d6b96f6a17a5d8729cca8d5 Antonios Valsamidis Antonios Valsamidis true false 3e76fcc2bb3cde4ddee2c8edfd2f0082 0000-0003-1293-4743 Dominic Reeve Dominic Reeve true false 2020-10-29 FGSEN Analytical and computational techniques for finding solutions to the equations describing shoreline evolution are widely known and the advantages and disadvantages of both are well documented. Initial analytical solutions to the 1-line models were restricted to constant wave conditions and simple beach/structure configurations. Recent developments in analytical treatments have allowed solutions to be found for an arbitrary sequence of wave conditions, but again for simple configurations. Here, we propose a method of linking several analytical solutions together in order to describe the unsteady evolution of a beach within a groyne field, allowing for both permability of the groynes and by-passing. The method relies on specifying boundary conditions in each groyne cell that mimic the transmission and by-passing of sediment. The conditions are generalisations of boundary conditions that are well-known. Solutions for groyne fields on straight and convex shorelines are presented to illustrate the method for constant and time varying wave conditions. Journal Article Continental Shelf Research 211 104288 Elsevier BV 0278-4343 Groyne, Groyne-field, Shoreline evolution, Erosion, Coastal defence scheme 30 12 2020 2020-12-30 10.1016/j.csr.2020.104288 COLLEGE NANME Science and Engineering - Faculty COLLEGE CODE FGSEN Swansea University UKRI, EP/N007484/1 2020-12-04T12:13:30.7243465 2020-10-29T11:13:44.2239611 Faculty of Science and Engineering School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering Antonios Valsamidis 1 Dominic Reeve 0000-0003-1293-4743 2 55548__18529__009ad248c4c1486691ffdaa64d5d3809.pdf 55548.pdf 2020-10-29T11:15:47.2161232 Output 3403858 application/pdf Accepted Manuscript true 2021-10-28T00:00:00.0000000 © 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/ false 55548__18816__a37f6475b5954361b0f268d2d4279995.pdf 55548.pdf 2020-12-03T15:59:23.7818279 Output 5653373 application/pdf Version of Record true © 2020 The Authors. This is an open access article under the CC BY license true eng https://creativecommons.org/licenses/by/4.0/
title A new approach to analytical modelling of groyne fields
spellingShingle A new approach to analytical modelling of groyne fields
Antonios Valsamidis
Dominic Reeve
title_short A new approach to analytical modelling of groyne fields
title_full A new approach to analytical modelling of groyne fields
title_fullStr A new approach to analytical modelling of groyne fields
title_full_unstemmed A new approach to analytical modelling of groyne fields
title_sort A new approach to analytical modelling of groyne fields
author_id_str_mv 655e856b5d6b96f6a17a5d8729cca8d5
3e76fcc2bb3cde4ddee2c8edfd2f0082
author_id_fullname_str_mv 655e856b5d6b96f6a17a5d8729cca8d5_***_Antonios Valsamidis
3e76fcc2bb3cde4ddee2c8edfd2f0082_***_Dominic Reeve
author Antonios Valsamidis
Dominic Reeve
author2 Antonios Valsamidis
Dominic Reeve
format Journal article
container_title Continental Shelf Research
container_volume 211
container_start_page 104288
publishDate 2020
institution Swansea University
issn 0278-4343
doi_str_mv 10.1016/j.csr.2020.104288
publisher Elsevier BV
college_str Faculty of Science and Engineering
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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 - Civil Engineering{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering
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description Analytical and computational techniques for finding solutions to the equations describing shoreline evolution are widely known and the advantages and disadvantages of both are well documented. Initial analytical solutions to the 1-line models were restricted to constant wave conditions and simple beach/structure configurations. Recent developments in analytical treatments have allowed solutions to be found for an arbitrary sequence of wave conditions, but again for simple configurations. Here, we propose a method of linking several analytical solutions together in order to describe the unsteady evolution of a beach within a groyne field, allowing for both permability of the groynes and by-passing. The method relies on specifying boundary conditions in each groyne cell that mimic the transmission and by-passing of sediment. The conditions are generalisations of boundary conditions that are well-known. Solutions for groyne fields on straight and convex shorelines are presented to illustrate the method for constant and time varying wave conditions.
published_date 2020-12-30T04:09:50Z
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