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Wave run-up and overtopping of sea dikes: Results from new model studies

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Abstract

Sea dikes are used as coastal defence structures in many countries worldwide and have been subject to rigorous study. However most of the previous work and indeed the resultant design formulae for wave run-up and overtopping have been based on 2D testing and field measurements. This current study combined both 2D and 3D tests at different scales such that the influence of such parameters as wave direction and directional spreading could be examined. The results show that these parameters have a significant influence on both the run-up heights and overtopping volumes.

Original languageEnglish
Title of host publicationProceedings of the International Symposium on Ocean Wave Measurement and Analysis
PublisherASCE - American Society of Civil Engineers
Pages1575-1584
Number of pages10
ISBN (Print)0784406049, 9780784406045
Publication statusPublished - 2001
EventProceedings of the Fourth International Symposium Waves 2001 - San Francisco, CA, United States
Duration: 2 Sep 20016 Sep 2001

Publication series

NameProceedings of the International Symposium on Ocean Wave Measurement and Analysis
Volume2

Conference

ConferenceProceedings of the Fourth International Symposium Waves 2001
Country/TerritoryUnited States
CitySan Francisco, CA
Period2/09/016/09/01

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