Add to ORKGA number of equations has been developed for calculation overtopping quantities over breakwaters, as well as equations to describe the stability of the inner slope. However, not all the water which overtops the outer boundary of the breakwater will reach the inner slope; part of the water is infiltrated in the crest. In this paper data are presented on the percentage of water infiltrating in the crest of the breakwater. The results are compared with the equation presented in the UK overtopping manual. 1
FRAMEWORK: Delft Cluster, Theme 3 ‘Coast and River’, Project ‘Processes related to breaching of dike...
The research that is summarized in this article, resultant of diverse studies realized in the CEDEX,...
The scope of this thesis is to find an empirical formula to describe the distribution of overtopping...
A number of equations has been developed for calculation overtopping quantities over breakwaters, as...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
Medium height breakwaters are subjected to a considerable amount of overtopping. This implies the ar...
An experimental study of overtopping and rear slope stability of reshaping breakwaters has been carr...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
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...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
The semi-empirical methods are useful tools to understand the wave overtopping phenomena, but uncer...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
FRAMEWORK: Delft Cluster, Theme 3 ‘Coast and River’, Project ‘Processes related to breaching of dike...
The research that is summarized in this article, resultant of diverse studies realized in the CEDEX,...
The scope of this thesis is to find an empirical formula to describe the distribution of overtopping...
A number of equations has been developed for calculation overtopping quantities over breakwaters, as...
The purpose of this report is to investigate the differences in overtopping characteristics over the...
Medium height breakwaters are subjected to a considerable amount of overtopping. This implies the ar...
An experimental study of overtopping and rear slope stability of reshaping breakwaters has been carr...
Wave overtopping was investigated by means of a physical model. The breakwater scale model was divid...
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...
The paper presents the development of a new overtopping formula for berm breakwaters. Overtopping da...
The semi-empirical methods are useful tools to understand the wave overtopping phenomena, but uncer...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in pract...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
FRAMEWORK: Delft Cluster, Theme 3 ‘Coast and River’, Project ‘Processes related to breaching of dike...
The research that is summarized in this article, resultant of diverse studies realized in the CEDEX,...
The scope of this thesis is to find an empirical formula to describe the distribution of overtopping...