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Numerical Simulation of Velocity Fields and Vortex Generation around the Submerged Breakwater on the Sloped Bottom
Dong-Su Heo,Do-Sam Kim +1 more
- Vol. 15, Iss: 3, pp 151-158
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TLDR
Kim et al. as discussed by the authors used a two-dimensional numerical wave flume, based on the VOF method to trace fresurface, developed by Kim et al., to numericaly simulate velocity fields and vortex generation around the impermeable submerged breakwater instaled at the uniform botom.Abstract:
The study of velocity fields and vortex generation around the submerged breakwater can be utilizedas materials related to understanding of wave disipation mechanism, sediment transport, and stability ofstructure. In the present study, two-dimensional numerical wave flume, based on the VOF method to trace fresurface, developed by Kim et al.(2001, 2002) was used to numericaly simulate velocity fields and vortexgeneration around the impermeable submerged breakwater instaled at the uniform botom. Especialy, thecharacteristics of vortex generation due to the geometry of the structure and incident wave conditions areexamined through the analysis of averaged-velocity fields around the impermeable submerged breakwater. Fromthe numerical simulations, it is confirmed that a counter clockwise vortex is formed in front of the structure anda clockwise vortex develops behind the structure. Also, incident wave height and period have an sensitive effecton the strength of vortex.read more
Citations
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Prediction of Mean Water Level Rise Behind Low-Crested Structures and Outflow Velocity from Openings by Using a Hybrid Method Based on Two Dimensional Model Test and Hydrodynamic Numerical Modeling
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Development of New Type of Submerged Breakwater for Reducing Mean Water Level behind Structure
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Experimental Study on Estimation of Water Level Rise behind a Low-crested Structure Using Water Level-discharge Relationship
TL;DR: Lee et al. as mentioned in this paper investigated the relationship between the water level and the wave height in a low-crested structure and found that the slopes of the water-level-discharge relationship with the same significant wave period are approximately identical for the permeable and impermeable LCSs.
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