Numerical Analysis of the Submerged Horizontal Plate Device Subjected to Representative Regular and Realistic Irregular Waves of a Sea State
Gabrielle Ücker Thum,
Rafael Pereira Maciel,
Phelype Haron Oleinik,
Luiz Alberto Oliveira Rocha,
Elizaldo Domingues dos Santos,
Flavio Medeiros Seibt,
Bianca Neves Machado,
Liércio André Isoldi
Affiliations
Gabrielle Ücker Thum
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
Rafael Pereira Maciel
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
Phelype Haron Oleinik
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
Luiz Alberto Oliveira Rocha
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
Elizaldo Domingues dos Santos
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
Flavio Medeiros Seibt
Petrobras University/DC/Training—Petróleo Brasileiro S.A., General Canabarro St., 500, Rio de Janeiro 20271-205, RJ, Brazil
Bianca Neves Machado
Graduate Program in Applied Mathematics, Federal University of Rio Grande do Sul (UFRGS), RS 030, 11.700-km 92 Emboaba, Tramandaí 95590-000, RS, Brazil
Liércio André Isoldi
Graduate Program in Ocean Engineering, School of Engineering, Federal University of Rio Grande (FURG), Itália Av., km 8, Rio Grande 96203-900, RS, Brazil
This study numerically analyzes a submerged horizontal plate (SHP) device subjected to both regular and irregular waves. This device can be used either as a breakwater or a wave energy converter (WEC). The WaveMIMO methodology was applied for the numerical generation and wave propagation of the sea state of the Rio Grande coast in southern Brazil. The finite volume method was employed to solve conservation equations for mass, momentum, and volume fraction transport. The volume of fluid model was employed to handle the water-air mixture. The SHP length (Lp) effects were carried out in five cases. Results indicate that relying solely on regular waves in numerical studies is insufficient for accurately determining the real hydrodynamic behavior. The efficiency of the SHP as a breakwater and WEC varied depending on the wave approach. Specifically, the SHP demonstrates its highest breakwater efficiency in reducing wave height at 2.5Lp for regular waves and 3Lp for irregular waves. As a WEC, it achieves its highest axial velocity at 3Lp for regular waves and 2Lp for irregular waves. Since the literature lacks studies on SHP devices under the incidence of realistic irregular waves, this study significantly contributes to the state of the art.