Two parallel experiments involving the evolution and runup of plunging solitary waves on a
slo** bed were conducted:(1) a rigid‐bed experiment, allowing direct (hot film) …

An analytical solution is developed for studying transient water wave-induced responses
inside an unsaturated poroelastic seabed of finite thickness. The soil skeleton and the pore …

Waves on the submerged slo** seabed tend to transform and even break, inducing
seabed response and exerting force on the shallowly-buried pipeline. In this study, a series …

This research paper deals with the usage of sea sand in the construction field with the
removal of salt content and organic matter from the sand. An experimental setup for boiling …

In the wake of the 2010 Chile earthquake and tsunami, a reconnaissance survey recorded
earthquake and tsunami damage using terrestrial laser scanning (TLS), which is capable of …

A fully-coupled (hydrodynamic and morphologic) numerical model based on the open-
source computational fluid dynamics (CFD) package OpenFOAM is presented and utilized to …

We present a fully coupled 2DV morphodynamic model, implemented in OpenFOAM® that is
capable of simulating swash-zone morphodynamics of sandy beaches. The hydrodynamics …

Storm-and tsunami-deposits are generated by similar depositional mechanisms making their
discrimination hard to establish using classic sedimentologic methods. Here we propose an …

Swash–swash interaction is a common natural phenomenon in the nearshore region,
characterized by complex fluid motion. The characteristics of swash–swash interaction are …

The mutual feedback between the swash zone and the surf zone is known to affect large-
scale morphodynamic processes such as breaker bar migration on sandy beaches. To fully …