Add to ORKGThe admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc
Tugas utama dari proyek ini adalah untuk mendesain “kepala” dari breakwater (pe- mecah gelombang) se...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
The design and performance of breakwaters with front reservoir are discussed on the basis of physica...
Wave overtopping is an important aspect for the design of rubble mound breakwaters. Acceptable overt...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
An experimental study of overtopping and rear slope stability of reshaping breakwaters has been carr...
A major concern of coastal engineering is not only to access the damage to coastal structures by sev...
Currently, there is no widely accepted method to determine the pressure profiles induced by wave ove...
The crest of a breakwater is often equipped with a crown wall with multiple functions such as a bord...
The overtopping phenomenon at the rear side of breakwaters has particular importance in harbor prote...
An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the...
Tugas utama dari proyek ini adalah untuk mendesain “kepala” dari breakwater (pe- mecah gelombang) se...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
The design and performance of breakwaters with front reservoir are discussed on the basis of physica...
Wave overtopping is an important aspect for the design of rubble mound breakwaters. Acceptable overt...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
An experimental study of overtopping and rear slope stability of reshaping breakwaters has been carr...
A major concern of coastal engineering is not only to access the damage to coastal structures by sev...
Currently, there is no widely accepted method to determine the pressure profiles induced by wave ove...
The crest of a breakwater is often equipped with a crown wall with multiple functions such as a bord...
The overtopping phenomenon at the rear side of breakwaters has particular importance in harbor prote...
An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the...
Tugas utama dari proyek ini adalah untuk mendesain “kepala” dari breakwater (pe- mecah gelombang) se...
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters and coasta...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...