Add to ORKGThe wave propagation over a submerged bar is simulated using the open source CFD model REEF3D and the numerical results are compared to the experimental data. The transformation of the wave resulting in higher harmonics in the wave train is observed as the wave propagates over the crest of the bar. The difference between the wave transformation processes for two different incident wave heights is studied. The higher incident wave height shows more shoaling than the lower incident wave height. The numerical results show a good agreement with the experimental data
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave...
Offshore structures are exposed to irregular sea states. It consists of breaking and non-breaking wa...
AbstractTo better understand the complex process of wave transformation and associated hydrodynamics...
Wave propagation over a submerged bar is simulated using the open source CFD model REEF3D with vario...
Two dimensional experimental and numerical modeling of wave transmission and wave-induced current ov...
Depth-induced breaking is the major wave transformation process in coastal waters that significantly...
A three-dimensional numerical simulation of time-averaged wave-induced currents was performed, its r...
Random wave tests were performed in a flume to investigate wave transformations above a submerged ba...
The interaction of regular quasi-monochromatic waves with a weakly submerged rectangular shelf is st...
The prediction of wave transformation and associated hydrodynamics is essential in the design and co...
The vertically-integrated effect of interaction between waves and wave-induced currents on wave tran...
Ocean waves are random by nature and can be regarded as a superposition of a finite number of regula...
Typical offshore structures are designed as tension-leg platforms or gravity based structures with c...
Several human activities and industries that contribute in shaping the communities and economies aro...
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave...
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave...
Offshore structures are exposed to irregular sea states. It consists of breaking and non-breaking wa...
AbstractTo better understand the complex process of wave transformation and associated hydrodynamics...
Wave propagation over a submerged bar is simulated using the open source CFD model REEF3D with vario...
Two dimensional experimental and numerical modeling of wave transmission and wave-induced current ov...
Depth-induced breaking is the major wave transformation process in coastal waters that significantly...
A three-dimensional numerical simulation of time-averaged wave-induced currents was performed, its r...
Random wave tests were performed in a flume to investigate wave transformations above a submerged ba...
The interaction of regular quasi-monochromatic waves with a weakly submerged rectangular shelf is st...
The prediction of wave transformation and associated hydrodynamics is essential in the design and co...
The vertically-integrated effect of interaction between waves and wave-induced currents on wave tran...
Ocean waves are random by nature and can be regarded as a superposition of a finite number of regula...
Typical offshore structures are designed as tension-leg platforms or gravity based structures with c...
Several human activities and industries that contribute in shaping the communities and economies aro...
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave...
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave...
Offshore structures are exposed to irregular sea states. It consists of breaking and non-breaking wa...
AbstractTo better understand the complex process of wave transformation and associated hydrodynamics...