Draw-down and run-up of tsunami waves on sloping beaches

The dynamics of waves and their interaction with a beach depends on whether the leading wave component is elevated or depressed. These differences are explained in this paper using a hydraulic model and the principle of conservation of impulse. Laboratory experiments of depression waves, conducted u...

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Published in:Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
Main Authors: Klettner, Christian, Balasubramanian, Sridhar, Hunt, Julian, Fernando, Harindra, Voropayev, Sergey, Eames, Ian
Format: Article in Journal/Newspaper
Language:English
Published: Thomas Telford Ltd. 2012
Subjects:
Online Access:http://dx.doi.org/10.1680/eacm.10.00044
https://www.icevirtuallibrary.com/doi/pdf/10.1680/eacm.10.00044
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spelling crtelford:10.1680/eacm.10.00044 2023-05-15T15:10:19+02:00 Draw-down and run-up of tsunami waves on sloping beaches Klettner, Christian Balasubramanian, Sridhar Hunt, Julian Fernando, Harindra Voropayev, Sergey Eames, Ian 2012 http://dx.doi.org/10.1680/eacm.10.00044 https://www.icevirtuallibrary.com/doi/pdf/10.1680/eacm.10.00044 en eng Thomas Telford Ltd. Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics volume 165, issue 2, page 119-129 ISSN 1755-0777 1755-0785 Mechanics of Materials Civil and Structural Engineering journal-article 2012 crtelford https://doi.org/10.1680/eacm.10.00044 2022-10-03T21:56:21Z The dynamics of waves and their interaction with a beach depends on whether the leading wave component is elevated or depressed. These differences are explained in this paper using a hydraulic model and the principle of conservation of impulse. Laboratory experiments of depression waves, conducted using a novel wavemaker, are compared with model predictions. Over a sloping beach, these waves have a nearly constant V-shaped depression trailed by a growing Λ-shaped positive wave. The shoreline recedes over a significant distance, caused by shoreward water being drawn into the V-shaped depression. When the trailing Λ-shaped positive wave breaks, an energetic hydraulic bore develops and moves up the beach. The hydraulic model leads to general formulae for wave slopes, draw-down and run-up. The run-up of negative waves can be larger or smaller than that of positive waves, depending on the wave amplitude and beach parameters. The predictions are compared with results from photographs of depression waves taken during the 2004 Sumatra tsunami. Similar phenomena occurred in Japan in 2011. By incorporating up/down amplitude data in new tsunami warning systems, the properties of tsunamis on beaches could be estimated in real time using the present work, thus improving emergency response strategies. In future, the damage associated with tsunami waves, depending on coastal parameters, could increase with rising sea levels, erosion and destruction of coral reefs, and the loss of Arctic sea-ice. Article in Journal/Newspaper Arctic Sea ice ICE Virtual Library (ICE Publishing - via Crossref) Arctic Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 165 2 119 129
institution Open Polar
collection ICE Virtual Library (ICE Publishing - via Crossref)
op_collection_id crtelford
language English
topic Mechanics of Materials
Civil and Structural Engineering
spellingShingle Mechanics of Materials
Civil and Structural Engineering
Klettner, Christian
Balasubramanian, Sridhar
Hunt, Julian
Fernando, Harindra
Voropayev, Sergey
Eames, Ian
Draw-down and run-up of tsunami waves on sloping beaches
topic_facet Mechanics of Materials
Civil and Structural Engineering
description The dynamics of waves and their interaction with a beach depends on whether the leading wave component is elevated or depressed. These differences are explained in this paper using a hydraulic model and the principle of conservation of impulse. Laboratory experiments of depression waves, conducted using a novel wavemaker, are compared with model predictions. Over a sloping beach, these waves have a nearly constant V-shaped depression trailed by a growing Λ-shaped positive wave. The shoreline recedes over a significant distance, caused by shoreward water being drawn into the V-shaped depression. When the trailing Λ-shaped positive wave breaks, an energetic hydraulic bore develops and moves up the beach. The hydraulic model leads to general formulae for wave slopes, draw-down and run-up. The run-up of negative waves can be larger or smaller than that of positive waves, depending on the wave amplitude and beach parameters. The predictions are compared with results from photographs of depression waves taken during the 2004 Sumatra tsunami. Similar phenomena occurred in Japan in 2011. By incorporating up/down amplitude data in new tsunami warning systems, the properties of tsunamis on beaches could be estimated in real time using the present work, thus improving emergency response strategies. In future, the damage associated with tsunami waves, depending on coastal parameters, could increase with rising sea levels, erosion and destruction of coral reefs, and the loss of Arctic sea-ice.
format Article in Journal/Newspaper
author Klettner, Christian
Balasubramanian, Sridhar
Hunt, Julian
Fernando, Harindra
Voropayev, Sergey
Eames, Ian
author_facet Klettner, Christian
Balasubramanian, Sridhar
Hunt, Julian
Fernando, Harindra
Voropayev, Sergey
Eames, Ian
author_sort Klettner, Christian
title Draw-down and run-up of tsunami waves on sloping beaches
title_short Draw-down and run-up of tsunami waves on sloping beaches
title_full Draw-down and run-up of tsunami waves on sloping beaches
title_fullStr Draw-down and run-up of tsunami waves on sloping beaches
title_full_unstemmed Draw-down and run-up of tsunami waves on sloping beaches
title_sort draw-down and run-up of tsunami waves on sloping beaches
publisher Thomas Telford Ltd.
publishDate 2012
url http://dx.doi.org/10.1680/eacm.10.00044
https://www.icevirtuallibrary.com/doi/pdf/10.1680/eacm.10.00044
geographic Arctic
geographic_facet Arctic
genre Arctic
Sea ice
genre_facet Arctic
Sea ice
op_source Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
volume 165, issue 2, page 119-129
ISSN 1755-0777 1755-0785
op_doi https://doi.org/10.1680/eacm.10.00044
container_title Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
container_volume 165
container_issue 2
container_start_page 119
op_container_end_page 129
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