Analysis of hydrodynamic efficiency of vertically submerged plate type WEC by changing the relative opening: A Numerical Approach

This study aspires to analyze a wave energy converter (WEC) through its hydrodynamic efficiency featuring submerged thin vertical plate (STVP) situated at free surface level ( z  = 0 m). The investigation incorporates arrangements with both flat and uneven seabed profiles, and also various wave steepness conditions. To perform the computational work, a numerical wave tank (NWT) is developed utilizing the ANSYS Fluent software, and the fluid interface tracking is done employing the volume of fluid (VOF) approach. Stokes waves of second-order are produced at NWT entrance using the inflow velocity approach, and the wave reflection is minimized at the end by using numerical damping. The effect of four distinct relative opening ( α ) and wave steepness ( H/L ), with uneven bottom, is evaluated and subsequently compared to the hydrodynamic efficiency over a flat sea bed. The axial flow velocity under the plate is computed for various conditions, such as (a) thin plate only, (b) thin plate and a trapezoidal structure of distinct altitude below it. This research study illustrates that optimal efficiency occurs at α ₂  = 50%. Additionally, axial flow velocity ( v _x ) exhibits elevated values at T  = 1.87sec for increased wave steepness. The findings indicate noticeably improved hydrodynamic efficiency with higher wave steepness.