Wave loadings acting on innovative rubble mound breakwater for overtopping wave energy conversion
Abstract The Overtopping BReakwater for Energy Conversion (OBREC) is an overtopping
type wave energy converter, totally embedded into traditional rubble mound breakwaters …
type wave energy converter, totally embedded into traditional rubble mound breakwaters …
Large impulsive forces on recurved parapets under non-breaking waves. A numerical study
This paper describes 2-D numerical simulations of velocity and pressure fields generated by
non-breaking waves on a vertical breakwater with a recurved parapet wall. The influence of …
non-breaking waves on a vertical breakwater with a recurved parapet wall. The influence of …
Enhancing climate resilience of vertical seawall with retrofitting-A physical modelling study
Coastal defence structures are playing a vital role in protecting coastal communities from
extreme climatic conditions and flooding. With climate change and sea-level rise in the next …
extreme climatic conditions and flooding. With climate change and sea-level rise in the next …
Influence of deflector on the impact dynamics of debris flow against rigid barrier
A deflector is a structure installed at the crest of a rigid barrier to prevent the over-spilling of
debris flow from damaging the downstream infrastructures and human lives. Despite its clear …
debris flow from damaging the downstream infrastructures and human lives. Despite its clear …
Experimental investigation on non-breaking wave forces and overtopping at the recurved parapets of vertical breakwaters
This paper aims at investigating the intensity of the load applied by non-breaking waves on
the recurved parapet wall of vertical breakwaters. For this purpose, 2-D experiments were …
the recurved parapet wall of vertical breakwaters. For this purpose, 2-D experiments were …
Impact pressure and forces on a vertical wall with different types of parapet
R Ravindar, V Sriram - Journal of Waterway, Port, Coastal, and …, 2021 - ascelibrary.org
This paper will discuss the variations in wave loads on a vertical seawall structure due to the
addition of parapets. A 1: 8 model scale experiments on a wall with parapets will be carried …
addition of parapets. A 1: 8 model scale experiments on a wall with parapets will be carried …
Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope
K Van Doorslaer, J De Rouck, S Audenaert… - Coastal Engineering, 2015 - Elsevier
The formula to quantify the average wave overtopping discharge of non-breaking waves
over a dike according to the TAW-report (2002) and included in the EurOtop Manual (2007) …
over a dike according to the TAW-report (2002) and included in the EurOtop Manual (2007) …
Spatial distribution of wave-by-wave overtopping behind vertical seawall with recurve retrofitting
Understanding the spatial distribution of wave overtopping water behind coastal protection
structures is essential for assessing the safety level of coastal regions behind the coastal …
structures is essential for assessing the safety level of coastal regions behind the coastal …
Confined-crest impact: Forces dimensional analysis and extension of the Goda's formulae to recurved parapets
In this paper, an extended numerical analysis of the “confined-crest impact”(hereinafter
referred as “C–CI”), induced by non-breaking waves on recurved parapet walls, is presented …
referred as “C–CI”), induced by non-breaking waves on recurved parapet walls, is presented …
Wave impact loads on vertical seawalls: Effects of the geometrical properties of recurve retrofitting
This study investigates the variation of wave impact loads with the geometrical
configurations of recurve retrofits mounted on the crest of a vertical seawall. Physical model …
configurations of recurve retrofits mounted on the crest of a vertical seawall. Physical model …