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Reduction of Wave Overtopping and Force Impact at Harbor Quays Due to Very Oblique Waves

Reduction of Wave Overtopping and Force Impact at Harbor Quays Due to Very Oblique Waves

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_76e0237d3f3f4c26bfce54971d0978f1

Reduction of Wave Overtopping and Force Impact at Harbor Quays Due to Very Oblique Waves

About this item

Full title

Reduction of Wave Overtopping and Force Impact at Harbor Quays Due to Very Oblique Waves

Publisher

Basel: MDPI AG

Journal title

Journal of marine science and engineering, 2020-08, Vol.8 (8), p.598

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

Physical model experiments were conducted in a wave tank at Flanders Hydraulics Research, Antwerp, Belgium, to characterize the wave overtopping and impact force on vertical quay walls and sloping sea dike (1:2.5) under very oblique wave attack (angle between 45° and 80°). This study was triggered by the scarce scientific literature on the overtopp...

Alternative Titles

Full title

Reduction of Wave Overtopping and Force Impact at Harbor Quays Due to Very Oblique Waves

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_76e0237d3f3f4c26bfce54971d0978f1

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_76e0237d3f3f4c26bfce54971d0978f1

Other Identifiers

ISSN

2077-1312

E-ISSN

2077-1312

DOI

10.3390/jmse8080598

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