Experimental study on the method of estimating the vertical design wave force acting on a submerged dual horizontal plate
TLDR
In this article, the authors analyzed the difference between the method proposed by Kweon et al. (2011) and the wave force measured at a different time without a phase difference, by measuring wave pressure acting on a breakwater model.About:
This article is published in International Journal of Naval Architecture and Ocean Engineering.The article was published on 2013-12-01 and is currently open access. It has received 3 citations till now. The article focuses on the topics: Wave flume.read more
Citations
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Influence of wave direction on uplift force of sloping high piled wharf
TL;DR: Chen et al. as mentioned in this paper analyzed the effect of wave direction on uplift force acting upon high piled wharf deck and the main influencing factors have been taken into account, which include the wave incident angle, wave types, period, wave height, height of wharf board, etc.
Journal ArticleDOI
Effects of reverse waves on the hydrodynamic pressure acting on a dual porous horizontal plate
Hyuck-Min Kweon,Young-Hwan Choi +1 more
TL;DR: In this paper, the authors investigated the characteristics of the wave pressure created by the seaward reverse wave through the analysis of experimental data and confirmed the following results: 1) the time series of wave pressure showed reverse phase phenomena due to the collision, and the wave pressures acted simultaneously on both upper and lower surfaces of the horizontal plate; 2) the lower plate became repeatedly compressed and tensile before and after the occurrence of the seawards reverse wave; and 3) the seaworth reverse wave created the total wave pressure to the maximum towards the direction of gravity, primarily on the upper
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Reduction of the Expected Wave Overtopping Probability and Its Rate upon Seawall Utilizing STB(Steel Type Breakwater)
TL;DR: Kweon et al. as mentioned in this paper proposed an economical areal protection combination construction method that can reduce the expected wave overtopping probability and its rate upon seawall utilizing STB(Steel Type Breakwater), which is a submerged-type non-reclamation structure, and incurs almost no additional responding costs for the sea level rise.
References
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Journal ArticleDOI
New wave pressure formulae for composite breakwaters
TL;DR: In this paper, a wave pressure formulae for the whole ranges of wave action from non-breaking to post-breaking waves with smooth transition between them is proposed. But the proposed wave pressure is not suitable for the case of non-sliding breakwaters.
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Wave Interactions with Vertical Slotted Barrier
TL;DR: In this article, the authors presented a numerical model of wave interactions with a thin vertical slotted barrier extending from the water surface to some distance above the seabed, and described laboratory tests undertaken to assess the numerical model.
Book ChapterDOI
Matching problems involving flow through small holes
TL;DR: In this article, the concept of the "effective size" of holes is used to compute the amount of leakage through a small central slit in a flat plate normal to a uniform stream, where the spacing of the two slits relative to their size is not necessarily large.
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Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate
Yong Liu,Yucheng Li,Bin Teng +2 more
TL;DR: In this article, the authors examined the hydrodynamic performance of a new perforated-wall breakwater, which consists of a front wall, a solid back wall and a submerged horizontal porous plate installed between them.
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A new analytical solution for wave scattering by a submerged horizontal porous plate with finite thickness
Yong Liu,Huajun Li,Yucheng Li +2 more
TL;DR: In this article, a new analytical solution for water wave scattering by a submerged horizontal porous plate breakwater with finite thickness was given in the context of linear potential theory, where the original velocity potential was split into a symmetric part and an antisymmetric part.