1 Division of Water and Soil, The Faculty of Engineering and Science, Aalborg University, VBN2 Coastal Engineering Research Group, The Faculty of Engineering and Science, Aalborg University, VBN3 Marine Structures, The Faculty of Engineering and Science, Aalborg University, VBN4 Department of Civil Engineering, The Faculty of Engineering and Science, Aalborg University, VBN5 The Faculty of Engineering and Science, Aalborg University, VBN6 Instituto de Ingeniería, Universidad Nacional Autónoma de México, Cd. Universitaria, 04510 D.F.7 University of Bologna8 University of Padova, Dept. ICEA, Via Ognissanti 39, 35129 Padova9 University of Bologna
One of the greatest challenges of coastal engineering today is the need for coastal protection in the changing climate scenario. Places which are nowadays protected will demand upgraded defences and more sites will require security; in all cases a large amount of resources will be needed to ensure beach maintenance and coastal safety. This may be an opportunity for the multi-purpose use of Wave Energy Converters (WECs) if the foreseen increase of energy demand in coastal areas is also considered. In this paper a group of WECs based on different operating concepts is numerically tested in front of two beaches, i.e. the Bay of Santander in Spain and Las Glorias beach in Mexico, representing two different case studies where the long-shore sediment transport is dominant. The hydrodynamics induced by these devices is represented by means of a 2D elliptic modified mild-slope model that is calibrated against new experimental results. The wave field is then used as input for the analytical calculation of the long-shore sediment transport and the coastline trend is estimated by applying the continuity of sediment equation. The characteristics of the selected numerical models give this work a first approach level. All the devices were found to produce a positive trend (accretion) at least in small areas. Recommendations are given to facilitate the selection of the device and the design of the farm layout for shore protection purpose.
Coastal Engineering, 2014, Vol 87, Issue Special issue