Article ID Journal Published Year Pages File Type
5474621 Ocean Engineering 2017 10 Pages PDF
Abstract
In this paper, we provide a closed-form analytical solution for the reflection of linear long waves propagating over a series of submerged rectangular breakwaters which are located on sloping seabed. It shows that the peak value of reflection coefficient decreases while the slope of seabed increases. And moreover, in view of the present analytical model, the magnitude of the peak Bragg resonant reflection should be affected by the number of breakwaters, dimensionless breakwater submergence and width for the given slope gradient of seabed. Finally, the optimal collocation curves for Bragg resonant reflection are presented for different number of breakwater. As applications, these optimal collocation curves can be used as quantitative indicators for engineers.
Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering
Authors
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