A submerged flexible mound breakwater can be employed for wave control in shallow water as an advanced alternative to the conventional rigid submerged designs. This study presents a flexible breakwater with an innovative geometry based on model experimentation. Experimental studies were performed to compare the wave energy dissipation by the flexible mound and rigid structures, over a range of test conditions, for example, three different diameters of structure, three water depths, and different regular wave heights for three different beach slopes. Results indicate that the present submerged flexible mound breakwater is stable, being appropriate for most operational sea conditions. Large amplitude waves can induce significant motions of the structure; therefore, the interaction between radiating and scattering waves is highly contributing to the wave energy dissipation. The wave energy dissipation at breaking zone of the present submerged flexible mound breakwater is significantly greater than that of the other types of flexible and rigid formerly investigated structures.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Experimental modeling of the interaction between waves and submerged flexible mound breakwaters




    Publication date :

    2021-02-01


    Size :

    15 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English




    Stability of Rubble Mound Submerged and Overtopped Breakwaters

    Vidal Pascual, C. / Losada Rodriguez, M. A. / Gomez Pina, G. et al. | British Library Conference Proceedings | 1994



    The Effects of Submerged Berms on the Seabed Pressure around Rubble Mound Breakwaters

    Celli, Daniele / Pasquali, Davide / di Nucci, Carmine et al. | HENRY – Federal Waterways Engineering and Research Institute (BAW) | 2019

    Free access


    Conceptual design of rubble mound breakwaters

    Meer, Jentsje W. / Delft Hydraulics | TIBKAT | 1993