The wave transformation due to the presence of stratified porous structure lying on flat
seabed, elevated seabed, and stepped seabed is analyzed under the oblique wave …

Scattering of obliquely incident surface gravity waves by multiple porous barriers is studied
in the presence of step type varying bottom topography. The bottom bed consists of a finite …

A multiphase flow model based on the Navier–Stokes equations using a constrained
interpolation profile based Cartesian grid method is applied to estimate the wave interaction …

The oblique wave transport through barrier-rock porous structure for different structural
configurations are examined considering impermeable uniform/step-bottom topography. The …

The attenuation of the incident wave interacting with a very large floating structure (VLFS) in
the presence of vertical barriers is analysed considering small amplitude wave theory. The …

Gravity wave interaction with porous structures is investigated under the assumption of
linearized wave theory. Multiple porous blocks of finite thickness with finite spacing are …

An analytical framework is developed to analyze the interaction of oblique waves with
multiple flexible porous breakwaters under the consideration of bottom undulation. The …

The fluid oscillation between the rigid wall and stratified wave absorber is analyzed in the
context of the linearized water wave theory. The stratified wave absorber is composed of …

In the present study, the gravity wave scattering by circular edged breakwaters in the
presence of retrofits is analysed within the framework of linearized water wave theory …

In the present study, the porous breakwater system consisting of a porous block and a
permeable barrier is analysed to understand the wave dissipation due to the composite …