NUMERICAL MODELING OF WAVE INTERACTION WITH A NON-CONVENTIONAL BREAKWATER FOR WAVE ENERGY CONVERSION

  • Enrico Di Lauro
  • Maria Maza
  • Javier L. Lara
  • Inigo J. Losada
  • Diego Vicinanza

Abstract

The hybrid non-conventional breakwaters are innovative coastal structures, which have as a primary function the coastal and harbours protection, but with the important benefit of electricity production, due to their combination with Wave Energy Converters. The most recent example of a non-conventional breakwater is called OBREC, standing for Overtopping Breakwater for Energy Conversion (Vicinanza et al., 2014). The device consists of a traditional rubble mound breakwater, in which the seaward armour layer in the upper part is replaced with a frontal sloping ramp and a reservoir. The structure is designed to capture and gather the water that overtops the crest ramp. The potential energy of the water stored in the reservoir is converted into kinetic energy and then into electrical energy by flowing through low head hydraulic turbines coupled with generators, exploiting the different water levels between the reservoir and the sea level.

References

Contestabile, Iuppa, Di Lauro, Cavallaro, Andersen, Vicinanza (2017): Wave loadings acting on innovative rubble mound breakwater for overtopping wave energy conversion, Coastal Engineering, vol. 122, pp. 60-74.

Lara, Ruju, Losada (2011): Reynolds averaged Navier-Stokes modelling of long waves induced by a transient wave group on a beach, Proc. of the Royal Society of London A: Mathematical, Physical and Engineering Sciences, vol. 467, pp. 1215-1242.

Palma, Contestabile, Mizar Formentin, Vicinanza, Zanuttigh (2016): Design optimization of a multifunctional wave energy device, 2nd International Conference of Renewable Energies Offshore, 24-26 October 2016, Lisbon, Portugal, pp. 235-240.

Vicinanza, Contestabile, Nørgaard, Lykke-Andersen (2014): Innovative rubble mound breakwaters for overtopping wave energy conversion, Coastal Engineering, vol. 88, pp. 154-170.

Published
2018-12-30
How to Cite
Di Lauro, E., Maza, M., Lara, J. L., Losada, I. J., & Vicinanza, D. (2018). NUMERICAL MODELING OF WAVE INTERACTION WITH A NON-CONVENTIONAL BREAKWATER FOR WAVE ENERGY CONVERSION. Coastal Engineering Proceedings, 1(36), structures.64. https://doi.org/10.9753/icce.v36.structures.64

Most read articles by the same author(s)