Add to ORKGThe paper presents the development of a new overtopping formula for berm breakwaters. Overtopping data from hydraulic model tests of berm breakwaters have been gathered and reanalysed in line with the procedure in the EurOtop Manual. The data shows a clear dependency on wave period or wave steepness, which is in contrast to the main conclusion of the CLASH project and the EurOtop Manual for conventional rubble mound breakwaters. The formula is roughly validated on prototype performance
Rubble mound structures are often constructed to prevent severe wave damage to ships. By constructin...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the...
Prediction of overtopping rate plays a key role in the design and safety assessment of breakwater st...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves ...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
Wave overtopping is a key process in coastal protection and its assessment defines the design of the...
Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studi...
The semi-empirical methods are useful tools to understand the wave overtopping phenomena, but uncer...
Worldwide, rubble mound breakwaters are designed and built to shelter and protect coastal areas from...
In this paper is presented an improved version of the overtopping formula by Lykke Andersen & Bu...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
Rubble mound structures are often constructed to prevent severe wave damage to ships. By constructin...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the...
Prediction of overtopping rate plays a key role in the design and safety assessment of breakwater st...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves ...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
Wave overtopping is a key process in coastal protection and its assessment defines the design of the...
Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studi...
The semi-empirical methods are useful tools to understand the wave overtopping phenomena, but uncer...
Worldwide, rubble mound breakwaters are designed and built to shelter and protect coastal areas from...
In this paper is presented an improved version of the overtopping formula by Lykke Andersen & Bu...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
Rubble mound structures are often constructed to prevent severe wave damage to ships. By constructin...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the...