WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING

Bibliographic Details
Main Author: Conde, J. M.
Publication Date: 2012
Other Authors: Reis, R., Fortes, C. J. E. M., Neves, D. R.
Format: Article
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004433
Summary: The knowledge of wave transformation and breaking characteristics near coastline is essential for the nearshore hydrodynamics and the design of coastal structures. This paper describes a wide range of wave flume tests performed at the National Laboratory for Civil Engineering (LNEC), located in Lisbon (Portugal), which main objective was to study wave shoaling and breaking over a set of different gentle slopes for several incident waves and thus to contribute for a better understand of the hydrodynamics of wave transformation. The experimental conditions, the measurement equipment, the incident wave characteristics, the type of measurements performed (free surface elevation and particle velocity) and the data obtained are described. Time and spectral analysis based upon the measured data are also performed and presented. For a regular wave with a period of 1.5s and a height of 0.1m are presented and discussed the following results: free surface elevation at selected sections along the flume; the spectral analysis; the significant wave height and average period along the flume; the particle velocity components at different locations along the flume; the average, maximum and minimum values of the longitudinal component of the velocity along the flume; the two dimensional distribution of the three components of the velocity; and longitudinal velocity component vertical profiles.
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spelling WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLINGPhysical modellingWave flumeWave propagationTime analysisSpectral analysisThe knowledge of wave transformation and breaking characteristics near coastline is essential for the nearshore hydrodynamics and the design of coastal structures. This paper describes a wide range of wave flume tests performed at the National Laboratory for Civil Engineering (LNEC), located in Lisbon (Portugal), which main objective was to study wave shoaling and breaking over a set of different gentle slopes for several incident waves and thus to contribute for a better understand of the hydrodynamics of wave transformation. The experimental conditions, the measurement equipment, the incident wave characteristics, the type of measurements performed (free surface elevation and particle velocity) and the data obtained are described. Time and spectral analysis based upon the measured data are also performed and presented. For a regular wave with a period of 1.5s and a height of 0.1m are presented and discussed the following results: free surface elevation at selected sections along the flume; the spectral analysis; the significant wave height and average period along the flume; the particle velocity components at different locations along the flume; the average, maximum and minimum values of the longitudinal component of the velocity along the flume; the two dimensional distribution of the three components of the velocity; and longitudinal velocity component vertical profiles.2013-02-04T15:42:47Z2014-10-20T13:39:29Z2017-04-12T16:08:57Z2012-12-01T00:00:00Z2012-12info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1004433engConde, J. M.Reis, R.Fortes, C. J. E. M.Neves, D. R.info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-05-17T02:58:56Zoai:localhost:123456789/1004433Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-29T07:32:50.509470Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
title WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
spellingShingle WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
Conde, J. M.
Physical modelling
Wave flume
Wave propagation
Time analysis
Spectral analysis
title_short WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
title_full WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
title_fullStr WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
title_full_unstemmed WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
title_sort WAVE PROPAGATION ON A FLUME: PHYSICAL MODELLING
author Conde, J. M.
author_facet Conde, J. M.
Reis, R.
Fortes, C. J. E. M.
Neves, D. R.
author_role author
author2 Reis, R.
Fortes, C. J. E. M.
Neves, D. R.
author2_role author
author
author
dc.contributor.author.fl_str_mv Conde, J. M.
Reis, R.
Fortes, C. J. E. M.
Neves, D. R.
dc.subject.por.fl_str_mv Physical modelling
Wave flume
Wave propagation
Time analysis
Spectral analysis
topic Physical modelling
Wave flume
Wave propagation
Time analysis
Spectral analysis
description The knowledge of wave transformation and breaking characteristics near coastline is essential for the nearshore hydrodynamics and the design of coastal structures. This paper describes a wide range of wave flume tests performed at the National Laboratory for Civil Engineering (LNEC), located in Lisbon (Portugal), which main objective was to study wave shoaling and breaking over a set of different gentle slopes for several incident waves and thus to contribute for a better understand of the hydrodynamics of wave transformation. The experimental conditions, the measurement equipment, the incident wave characteristics, the type of measurements performed (free surface elevation and particle velocity) and the data obtained are described. Time and spectral analysis based upon the measured data are also performed and presented. For a regular wave with a period of 1.5s and a height of 0.1m are presented and discussed the following results: free surface elevation at selected sections along the flume; the spectral analysis; the significant wave height and average period along the flume; the particle velocity components at different locations along the flume; the average, maximum and minimum values of the longitudinal component of the velocity along the flume; the two dimensional distribution of the three components of the velocity; and longitudinal velocity component vertical profiles.
publishDate 2012
dc.date.none.fl_str_mv 2012-12-01T00:00:00Z
2012-12
2013-02-04T15:42:47Z
2014-10-20T13:39:29Z
2017-04-12T16:08:57Z
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