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The phenomenon of wave-seabed-structure interactions have occurred in the marine environment with a coastal permeable (or partially permeable) structure, which has attracted great attention from coastal engineers involved in the design of marine structures. In this study, a porous seabed model based on Biot’s consolidation equation and pore-elastic theory is integrated into the COBRAS wave-structure...
Liu (2006) derived analytical solutions for turbulent boundary layer flows under transient long waves. His analytical solutions were obtained with the assumption that the nonlinear inertia force was negligible in the momentum equations. Using Liu’s general solutions, we examine the turbulent boundary layer flow characteristics under a solitary wave. It is found that while the horizontal component...
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