@article{MAKHILLJEAS202015919264,
    title = {The Effect of Wave Deformation on Overtopping Discharge in Wave Energy Converter
(OWEC)-breakwater},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {15},
    number = {9},
    pages = {2058-2064},
    year = {2020},
    issn = {1816-949x},
    doi = {jeasci.2020.2058.2064},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2020.2058.2064},
    author = {AndiIldha,Muhammad,Muhammad and},
    keywords = {Overtopping,Wave Energy Converter (WEC)-breakwater,breaker parameter,reflection coefficient,conditions},
    abstract = {Overtopping is one of the most dynamic
phenomena that occur in coastal structures. The amount
of overtopping is influenced by many factors and is an
interesting research study to this day. Overtopping
discharge formula obtained from empirical studies.
However, research on the effect of waved eformation
on overtopping discharge, especially on coastal
structures with the concept of Wave Energy Converter
(WEC)-breakwater integration is still limited. An
experimental study was conducted to analyze and obtain
the effect of waved eformation on overtopping discharges
that occur at OWEC-breakwater with multi slope.
OWEC-breakwater models are tested on 2D wave
channels with several variations in wave height, wave
period and water level. From the results of the study, it
was found that the greater the value of the reflection
coefficient, resulting in a greater number of overtopping.
It was also found that the greater the value of the breaker
parameter causes the overtopping discharge to increase.
This study also obtained a range of breaker parameter
values outside the range of breaker parameter values
which has been obtained widely.}
    }