In this paper and its companion (Higuera et al., 2014--this issue), the latest advancements
regarding Volume-averaged Reynolds-averaged Navier–Stokes (VARANS) are developed …

This paper presents a numerical model for simulating wave interaction with porous
structures. The model calculates the mean flow outside of porous structures based on the …

The flow motion of incompressible fluid can be described by Navier-Stokes equations with
the continuity equation, which requires zero divergence of the velocity vector (ie,∂ ui/∂ xi …

Modelling forms a vital part of all engineering design, yet many hydraulic engineers are not
fully aware of the assumptions they make. These assumptions can have important …

This paper and its companion paper (Lara et al.(2012)) describe the capability of a new
model, called IH-3VOF, to simulate wave–structure interaction problems using a three …

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 …

This study investigates tsunami-like solitary waves im**ing and overtop** an
impermeable trapezoidal seawall on a 1: 20 slo** beach. New laboratory experiments are …

This paper presents a combined experimental and numerical effort to study solitary wave
runup and rundown on beaches. Both nonbreaking and breaking solitary waves are …

A 2-D semi-coupled model PORO-WSSI 2D (also be referred as FSSI-CAS 2D) for the Fluid-
Structure-Seabed Interaction (FSSI) has been developed by employing RANS equations for …

Upgrade of aging harbor breakwaters is a worldwide problem, whose urgency is enhanced
by the effects of climate change on coastal areas. In this context, the present work …