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

从海啸波作用下岸滩演变, 床沙组成变化, 建筑物周围淘刷和数值模拟研究4 个方面,
总结分析了国内外的研究现状和最新进展, 指出可控环境下的实验和数值模拟研究相对较少 …

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 …

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 …

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

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

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 …

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

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

A comprehensive numerical model is developed to predict the transient wave propagation,
sediment transport, morphological change, and the elastodynamic responses of seabed due …