Abstract
Flaring Shaped Seawall (FSS) can drastically reduce a crest height and wave overtopping volume in comparison with a conventional upright one, and a top area of the FSS can be used effectively. In this study, hydraulic experiments and numerical simulations for the FSS on the mound have been carried out using a twodimensional flume model. As a result, the wave overtopping rate and flow velocity by the numerical simulations are in agreement with those by the experiments. Good agreement between numerical results and experimental ones is found in not impulsive wave pressure. However, it is necessary to investigate an impulsive wave pressure furthermore.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.