Geometrical Evaluation of an Overtopping Wave Energy Converter Device Subject to Realistic Irregular Waves and Representative Regular Waves of the Sea State That Occurred in Rio Grande—RS

Among the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC) devices such as overtopping converters. These devices operate by directing incident waves up a ramp into a reservoir. The water then passes through a...

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Published in	Processes Vol. 13; no. 2; p. 335
Main Authors	Paiva, Maycon da Silveira, Mocellin, Ana Paula Giussani, Oleinik, Phelype Haron, dos Santos, Elizaldo Domingues, Rocha, Luiz Alberto Oliveira, Isoldi, Liércio André, Machado, Bianca Neves
Format	Journal Article
Language	English
Published	Basel MDPI AG 01.02.2025
Subjects	Alternative energy Alternative energy sources Coastal zone Design techniques Electric generators Fluid dynamics Geometry Hydraulics Incident waves Investigations Laboratories Methods Moisture content Numerical analysis Overtopping Renewable energy sources Renewable resources Reservoirs Sea states Simulation Software Turbines Water content Water masses Wave power Waves Brazil
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Abstract	Among the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC) devices such as overtopping converters. These devices operate by directing incident waves up a ramp into a reservoir. The water then passes through a turbine coupled with an electrical generator before returning to the ocean. Thus, the present study deals with the geometrical evaluation of an overtopping WEC, where the influence of the ratio between the height and length of the device ramp (H1/L1) on the amount of water mass (M) that enters the reservoir was investigated. Numerical simulations were performed using ANSYS-Fluent software, 22 R1 version, to generate and propagate realistic irregular (RI) waves and representative regular (RR) waves found in the coastal region of the municipality of Rio Grande, in the state of Rio Grande do Sul, southern Brazil. Consequently, through constructal design, the optimal WEC geometry for both wave approaches were identified as the same, where (H1/L1)o=0.30. Thus, considering the RI waves, M= 200,820.77 kg was obtained, while, considering the RR waves, M= 144,054.72 kg was obtained.
AbstractList	Among the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC) devices such as overtopping converters. These devices operate by directing incident waves up a ramp into a reservoir. The water then passes through a turbine coupled with an electrical generator before returning to the ocean. Thus, the present study deals with the geometrical evaluation of an overtopping WEC, where the influence of the ratio between the height and length of the device ramp (H1/L1) on the amount of water mass (M) that enters the reservoir was investigated. Numerical simulations were performed using ANSYS-Fluent software, 22 R1 version, to generate and propagate realistic irregular (RI) waves and representative regular (RR) waves found in the coastal region of the municipality of Rio Grande, in the state of Rio Grande do Sul, southern Brazil. Consequently, through constructal design, the optimal WEC geometry for both wave approaches were identified as the same, where (H1/L1)o=0.30. Thus, considering the RI waves, M= 200,820.77 kg was obtained, while, considering the RR waves, M= 144,054.72 kg was obtained. AbstractAmong the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC) devices such as overtopping converters. These devices operate by directing incident waves up a ramp into a reservoir. The water then passes through a turbine coupled with an electrical generator before returning to the ocean. Thus, the present study deals with the geometrical evaluation of an overtopping WEC, where the influence of the ratio between the height and length of the device ramp (H1/L1) on the amount of water mass (M) that enters the reservoir was investigated. Numerical simulations were performed using ANSYS-Fluent software, 22 R1 version, to generate and propagate realistic irregular (RI) waves and representative regular (RR) waves found in the coastal region of the municipality of Rio Grande, in the state of Rio Grande do Sul, southern Brazil. Consequently, through constructal design, the optimal WEC geometry for both wave approaches were identified as the same, where (H1/L1)o=0.30. Thus, considering the RI waves, M= 200,820.77 kg was obtained, while, considering the RR waves, M= 144,054.72 kg was obtained.
Author	Isoldi, Liércio André dos Santos, Elizaldo Domingues Machado, Bianca Neves Mocellin, Ana Paula Giussani Oleinik, Phelype Haron Rocha, Luiz Alberto Oliveira Paiva, Maycon da Silveira
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Snippet	Among the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC) devices... AbstractAmong the various potential renewable energy sources, sea waves offer significant potential, which can be harnessed using wave energy converter (WEC)...
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SubjectTerms	Alternative energy Alternative energy sources Coastal zone Design techniques Electric generators Fluid dynamics Geometry Hydraulics Incident waves Investigations Laboratories Methods Moisture content Numerical analysis Overtopping Renewable energy sources Renewable resources Reservoirs Sea states Simulation Software Turbines Water content Water masses Wave power Waves
Title	Geometrical Evaluation of an Overtopping Wave Energy Converter Device Subject to Realistic Irregular Waves and Representative Regular Waves of the Sea State That Occurred in Rio Grande—RS
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