The mathematical modeling of the interaction of water waves with porous coastal structures
has continuously been among the most relevant challenges in coastal engineering research …

In this work, a model for wave transformation on vegetation fields is presented. The
formulation includes wave damping and wave breaking over vegetation fields at variable …

This paper is the second part of the work presented by Garcia et al.[Garcia, N., Lara, JL,
Losada, IJ, 2004. 2-D numerical analysis of near-field flow at low-crested breakwaters …

The wave‐induced kinematics and dynamics of a submerged or emerged vegetation field is
analyzed. Using potential flow and an eigenfunction expansion, the problem is solved …

This paper describes the capability of a numerical model named COrnell BReaking waves
And Structures (COBRAS)[Lin, P., Liu, PL-F., 1998. A numerical study of breaking waves in …

To find a simple, inexpensive, and effective type of floating breakwater for deep-sea
aquaculture, we studied three types of structures: the single box, the double box, and the …

Porous breakwaters are introduced to reduce the impact of wave load on various marine
structures and dissipate unwanted wave energy by creating a tranquility zone. This type of …

Numerical and physical models have been developed to study the nonlinear dynamic
interaction between water waves and permeable submerged breakwater over a finite …

In this paper, the hydrodynamic efficiency of a new type porous seawall is experimentally
studied by using physical models. The seawall consists of front steel screen, back solid wall …

Abstract Based on the Homotopy Analysis Method (HAM), a semi-analytical solution method
is proposed to solve the modified mild slope equation (MMSE) for waves propagation over …