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Wave flume

About: Wave flume is a research topic. Over the lifetime, 1627 publications have been published within this topic receiving 23335 citations.


Papers
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Journal ArticleDOI
TL;DR: In this article, the reshaping of dynamically stable breakwaters was studied subject to variations in armour stone, (gradation and shape), wave characteristics and duration of wave attack from head on waves in a two dimensional wave flume.

21 citations

Journal ArticleDOI
TL;DR: In this article, a super-large wave flume 205m long and 3.4m wide was used to investigate the hydraulic process of tsunami inundation and sedimentary features of the resulting tsunami deposit.

21 citations

Journal ArticleDOI
TL;DR: In this paper, a semicircular breakwater model with rectangular perforations and with truncated wave screen(s) of different porosities has been developed, which could act as an anti-reflection wave barrier, providing wave protection to coastal and marine infrastructures.

21 citations

Journal ArticleDOI
TL;DR: In this article, a new mathematical model for the overtopping against seawalls armored with artificial units in regular waves was established, in which the Volume Of Fluid (VOF) method was used to handle the large deformation of the free surface and the relaxation approach of combined wave generation and absorbing was implemented.
Abstract: A new mathematical model for the overtopping against seawalls armored with artificial units in regular waves was established. The 2-D numerical wave flume, based on the Reynolds Averaged Navier-Stokes (RANS) equations and the standard k-e turbulence model, was developed to simulate the turbulent flows with the free surface, in which the Volume Of Fluid (VOF) method was used to handle the large deformation of the free surface and the relaxation approach of combined wave generation and absorbing was implemented. In order to consider the effects of energy dissipation due to the armors on a slope seawall, a porous media model was proposed and implemented in the numerical wave flume. A series of physical model experiments were carried out in the same condition of the numerical simulation to determine the drag coefficient in the porous media model in terms of the overtopping discharge. Compared the computational value of overtopping over the seawall with the experimental data, the values of the effective drag coefficient was calibrated for the layers of blocks at different locations along the seawalls.

21 citations

Journal ArticleDOI
TL;DR: In this paper, a 2D numerical wave flume is built in which a nonlinear freak wave based on the Peregrine breather solution is generated, and the fluid-structure interaction (FSI) is considered during the green water event.

21 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
202331
202284
202165
202069
201964
201859