Add to ORKGAn experimental study of overtopping and rear slope stability of reshaping breakwaters has been carried out. The variation of those two parameters with crest width, crest freeboard and sea state was investigated. The tests showed that the variation in overtopping discharge with crest freeboard was somewhat different from what is valid for a conventional rubble mound breakwater. An overtopping formula fitting the results very well is derived. Unfortunately, the formula is not dimensionless, but an example is presented to show how it can be used anyway.The experiments showed good correlation between overtopping and rear side damage. <br/
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves ...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
This paper describes some of the physical model studies performed for the design of the breakwaters ...
Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studi...
Contrary to a breakwater outer slope, rear-slope revetment does not have to withstand breaking waves...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
Breakwaters with single layer concrete armour are very commonly applied nowadays. Much research is a...
Medium height breakwaters are subjected to a considerable amount of overtopping. This implies the ar...
In this experiment, the rear slope stability of a breakwater armoured with single layer cubes is tes...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
The design and performance of breakwaters with front reservoir are discussed on the basis of physica...
Armor damage due to wave attack is the principal failure mode to be considered when designing conven...
A number of equations has been developed for calculation overtopping quantities over breakwaters, as...
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves ...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
This paper describes some of the physical model studies performed for the design of the breakwaters ...
Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studi...
Contrary to a breakwater outer slope, rear-slope revetment does not have to withstand breaking waves...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
Breakwaters with single layer concrete armour are very commonly applied nowadays. Much research is a...
Medium height breakwaters are subjected to a considerable amount of overtopping. This implies the ar...
In this experiment, the rear slope stability of a breakwater armoured with single layer cubes is tes...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
The design and performance of breakwaters with front reservoir are discussed on the basis of physica...
Armor damage due to wave attack is the principal failure mode to be considered when designing conven...
A number of equations has been developed for calculation overtopping quantities over breakwaters, as...
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves ...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
This paper describes some of the physical model studies performed for the design of the breakwaters ...