English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

The applicability of a two-dimensional numerical wave flume CADMAS-SURF (Isobe et al., 1999) for wave transmission over breakwaters is examined by comparing existing experimental data (Goda and Takeda., 1966; Hirakuchi et al., 1991) with the results of numerical computations. Simple vertical breakwaters and composite breakwaters with rubble mound foundation are examined. Throughout this study, it is pointed out that CADMAS-SURF has a possibility to reproduce the wave transmission phenomena precisely for both regular and irregular wave conditions. It will provide assistance in the design of breakwaters by providing an estimate of wave transmission coefficients.

Numerical Analysis on Wave Transmission over Breakwaters Using VOF-type Numerical Wave Flume