Wave-current interaction with three-dimensional bodies in a channel

Huang, J.; Teng, Bin; Cong, Peiwen

doi:10.1016/j.oceaneng.2022.110952

Cited by 8 publications

(1 citation statement)

References 32 publications

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“…Zhou and Zhou [31] established a numerical simulation model suitable for wave-current interaction on the Submerged Dike Terrain, comparing it with other analytical solutions and physical model experiment results, thus demonstrating that the model can effectively simulate wave propagation and deformation under different current environments. Huang et al [32] proposed a frequency-domain numerical model to study the hydrodynamic performances of various three-dimensional bodies under the effect of waves and weak current in a channel according to the higher-order boundary element method. Zhou et al [33] presented the characteristics of the heave motion responses and wave forces of a horizontal floating cylinder during a wave-current interaction.…”

Section: Introductionmentioning

confidence: 99%

Short-Crested Wave–Current Forces on a Concentric System with an ARC Exterior Porous Wall

Jin

Liú

et al. 2023

JMSE

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In this study, the potential flow theory is adopted to develop an analytical solution to the diffraction problem of a short-crested wave–current incident on a concentric system consisted of an arc exterior wall and interior cylinder. The influence of the uniform current on the hydrodynamic performance of the concentric structure is primarily discussed. The incident angle and speed of the uniform current significantly influence the short-crested wave force and run-up on the concentric structure. Specific parametric conditions are obtained, under which the wave structure can resonate, and the resonance phenomenon may be more pronounced when the wave and current have the same incidence direction. Furthermore, semi-enclosed structures are highly sensitive to the direction of wave incidence, thereby triggering certain limitations in engineering applications. This study is expected to contribute as theoretical guidance to nearshore architecture designs.

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Section: Introductionmentioning

confidence: 99%