Abstract: The method for damping ocean waves in a coastal area uses a barrier having a plurality of vertical walls positioned parallel to one another, each wall defining a plurality of horizontally extending slots. The dimensions of the slots, or overall porosity of the wall, and the number of walls positioned in parallel may be varied to provide different levels of damping. Accordingly, a desired amount of damping may be provided through varying the porosity of the walls and the number of walls. The method defines a transmission coefficient equal to the wave height of waves transmitted from the barrier divided by the wave height of waves incident on the barrier, and collects experimental data normalized with the significant wave height and the wavelength at the peak period for the depth of water to select the combination of wall number and porosity to produce the desired damping.

Abstract: The method of dissipating water wave energy includes using an array of vertically-extending breakwater walls for dissipating the energy of water waves in an area of interest. Each vertically-extending wall has a plurality of horizontally-extending slots formed therethrough. The areas and/or configurations of the horizontally-extending slots can be varied such that each vertically-extending wall can have a unique degree of porosity. Each vertically extending wall can be positioned in succession in front of a water-impregnable rear barrier. The slots of one vertically-extending wall can be staggered or nonaligned relative to the next vertically-extending wall in succession.

Abstract: The floating breakwater includes various different embodiments, as can have an anchored or moored float. The float is desirably in the geometric form of a generally rectangular solid configuration, but can include other forms. One or more baffles or skirt walls extend from the bottom surface of the float, thereby attenuating subsurface wave action to a greater depth than the bottom of the float. Each of the baffles or skirt walls desirably includes a thin, flat, monolithic plate member for enhancing hydrodynamic resistance. The one or more baffles or skirt walls can be continuous and unbroken, or can have a plurality of apertures therethrough. When three or more baffles or skirt walls are provided they can be evenly spaced, or the spacing therebetween can vary. When two or more baffles or skirt walls are provided they can have equal depths, or their depths can differ from one another.

Abstract: The floating breakwater includes various different embodiments, as can have an anchored or moored float. The float is desirably in the geometric form of a generally rectangular solid configuration, but can include other forms. One or more baffles or skirt walls extend from the bottom surface of the float, thereby attenuating subsurface wave action to a greater depth than the bottom of the float. Each of the baffles or skirt walls desirably includes a thin, flat, monolithic plate member for enhancing hydrodynamic resistance. The one or more baffles or skirt walls can be continuous and unbroken, or can have a plurality of apertures therethrough. When three or more baffles or skirt walls are provided they can be evenly spaced, or the spacing therebetween can vary. When two or more baffles or skirt walls are provided they can have equal depths, or their depths can differ from one another.