Three-dimensional numerical simulation of wave-induced seabed response around a dumbbell-shaped cofferdam

C Qin, L Duan, D Wang, B Duan, M Fan… - Applied Ocean Research, 2023 - Elsevier
The dumbbell-shaped cofferdam has a large-scale and complex geometric shape, which
may result in a complicated fluid-structure-seabed coupling mechanism and sophisticated …

Flood impact on masonry buildings: The effect of flow characteristics and incidence angle

M Postacchini, G Zitti, E Giordano, F Clementi… - Journal of Fluids and …, 2019 - Elsevier
Climate change and the raising number of extreme events, such as severe floods, has
increased the attention on their effects on urban systems. Urban floods generate important …

Hydro-and morpho-dynamics induced by a vertical slender pile under regular and random waves

S Corvaro, F Marini, A Mancinelli… - Journal of Waterway …, 2018 - ascelibrary.org
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 …

Particle dynamics due to interaction between a breaking-induced vortex and a nearbed vortex

M Brocchini, F Marini, M Falchi, M Postacchini… - Physics of Fluids, 2023 - pubs.aip.org
One single regular wave, traveling over a submerged abrupt discontinuity, can generate a
pair of counter-rotating vortices. A nearbed vortex is generated by the flow separation that …

Interaction between breaking-induced vortices and near-bed structures. Part 1. Experimental and theoretical investigation

M Brocchini, F Marini, M Postacchini, G Zitti… - Journal of Fluid …, 2022 - cambridge.org
The present work describes the vortex–vortex interactions observed during laboratory
experiments, where a single regular water wave is allowed to travel over a discontinuous …

Surface-groundwater flow numerical model for barrier beach with exfiltration incorporated bottom boundary layer model

E Perera, F Zhu, N Dodd, R Briganti, C Blenkinsopp… - Coastal …, 2019 - Elsevier
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 …

Wave boundary layer over a rough bottom at moderate reynolds numbers

P Blondeaux, G Vittori - Journal of Hydraulic Engineering, 2023 - ascelibrary.org
We make use of the partial slip boundary condition, commonly introduced to investigate
steady flows, to evaluate the oscillatory flow generated close to a rough sandy bottom by …

Wave-induced morphodynamics and sediment transport around a slender vertical cylinder

M Miozzi, S Corvaro, FA Pereira, M Brocchini - Advances in water …, 2019 - Elsevier
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 …

Experimental and numerical analysis of the hydrodynamics around a vertical cylinder in waves

S Corvaro, A Crivellini, F Marini, A Cimarelli… - Journal of Marine …, 2019 - mdpi.com
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 …

Fluid–particle interaction and generation of coherent structures over permeable beds: an experimental analysis

S Corvaro, M Miozzi, M Postacchini, A Mancinelli… - Advances in water …, 2014 - Elsevier
We study the dynamics of the oscillatory bottom boundary layer (BBL) that develops at a
porous bed under the action of propagating water waves (also known as “ventilated BBL”) …