The loss of land due to riverbank erosion is a crucial factor in shaping landforms and plays a
significant role in fluvial geomorphology. Understanding and the quantification of the …

This paper proposes a two-dimensional (2D) coupled model for wave and current-seabed-
pipeline interactions to examine oscillatory non-cohesive soil liquefaction around a partially …

This study introduces a model based on Richards' equation to describe variably-saturated
beach groundwater flow. The surface wave propagation is computed by the phase-resolving …

This paper proposes an experimental study of the hydro-and morpho-dynamics induced by
a slender vertical pile fitted into a sandy seabed and forced by sea waves in finite waters …

River bank failure is the result of prolonged and repetitive erosion processes caused by the
interplay between the flow turbulence with that of bank sediment. These interactions of …

This manuscript reports on a novel field experiment carried out on a microtidal beach in
Camargue, France. For the first time in the field, a comprehensive description of the …

A surface-groundwater flow model is developed for the swash flow on a barrier beach. The
non-linear shallow water equations are used to simulate the surface flow. Laplace's …

We develop an extended Boussinesq model to predict the propagation of waves in porous
media. The inertial and drag resistances are taken into account in the developed model …

We study the dynamics of a sandy bed around a slender vertical cylinder forced by
progressive, non-linear water waves. The seabed evolves continuously under the effects of …

The present study provides an extensive analysis on the hydrodynamics induced by a
vertical slender pile under wave action. The authors carried out the study both …