Method for damping ocean waves in a coastal area

• US 10,550,534 B1
• Filed: 07/31/2019
• Issued: 02/04/2020
• Est. Priority Date: 07/31/2019
• Status: Active Grant

• Current Assignee: Kuwait Institute For Scientific Research
• Original Assignee: Kuwait Institute For Scientific Research
• Inventors: Neelamani, Subramaniam, Al-Anjari, Noor
• Primary Examiner(s): Fiorello, Benjamin F
• Assistant Examiner(s): Toledo-Duran, Edwin J
• Application Number:
  US16/528,594
• Time in Patent Office: 188 Days
• CPC Class Codes: E02B 3/06 Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

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.

Claims

1. A method for damping ocean waves in a coastal area, comprising the steps of:

providing a horizontal support surface on the seabed in the coastal area;

determining a desired transmission coefficient equal to a ratio between wave height of the ocean waves transmitted between a slotted vertical barrier and the coast to be protected and wave height of the ocean waves incident on the slotted vertical barrier;

collecting experimental data correlating transmission coefficients with a number of parallel vertical walls in the slotted vertical barrier and a porosity of the parallel vertical walls in the slotted vertical barrier for a plurality of ratios of significant wave height to depth of still water in the coastal area and for a plurality of ratios of the depth of still water in the coastal area to wavelength of the ocean waves at peak period;

selecting from the collected experimental data a combination of the number of parallel vertical walls and porosity of the parallel vertical walls to produce the desired transmission coefficient given the ratio of significant wave height to depth of still water in the coastal area and the ratio of the depth of still water in the coastal area to the wavelength of the ocean waves at peak period; and

constructing a wave barrier for damping ocean waves, the wave barrier including erecting a slotted vertical barrier extending upwardly from the horizontal support surface on the seabed, the vertical barrier having the selected number of parallel vertical walls and the selected porosity of the vertical walls between the ocean waves and the coast to be protected in order to dampen the ocean waves in the coastal area, wherein the parallel vertical walls each have a plurality of alternating slats and slots extending horizontally across the vertical wall.

2. The method for damping ocean waves according to claim 1, wherein the porosity of each of the parallel vertical walls is expressed as a percentage of an area defined by the slots in the vertical wall to a total area of the vertical wall.

3. The method for damping ocean waves according to claim 1, wherein the step of selecting a combination of the number of parallel vertical walls and porosity of the parallel vertical walls comprises selecting the combination producing the minimum transmission coefficient.

4. The method for damping ocean waves according to claim 1, wherein said step of collecting experimental data further comprises collecting experimental data correlating transmission coefficients of an emerged rubble mound breakwater for a plurality of ratios of significant wave height to depth of still water in the coastal area and for a plurality of ratios of the depth of still water in the coastal area to wavelength of the ocean waves at peak period.

5. The method for damping ocean waves according to claim 4, wherein the step of selecting a combination of the number of parallel vertical walls and porosity of the parallel vertical walls comprises selecting a combination producing a transmission coefficient less than the transmission coefficient of the emerged rubble mound breakwater for the plurality of ratios of significant wave height to depth of still water in the coastal area and for the plurality of ratios of the depth of still water in the coastal area to wavelength of the ocean waves at peak period.

6. The method for damping ocean waves according to claim 4, further comprising the step of calculating a ratio of a volume of material required to erect a slotted vertical barrier having a number of walls and porosity to produce the collected transmission coefficient a volume of material required to erect the emerged rubble mound breakwater for the ratio of significant wave height to depth of still water in the coastal area and the ratio of the depth of still water in the coastal area to the wavelength of the ocean waves at peak period.

7. The method for damping ocean waves according to claim 6, wherein the step of selecting a combination of the number of parallel vertical walls and porosity of the parallel vertical walls comprises selecting a combination producing a transmission coefficient less than the transmission coefficient of the emerged rubble mound breakwater for the plurality of ratios of significant wave height to depth of still water in the coastal area and for the plurality of ratios of the depth of still water in the coastal area to wavelength of the ocean waves at peak period and having the lowest ratio of material required to erect the slotted vertical barrier to material required to erect the emerged rubble mound breakwater.

8. The method for damping ocean waves according to claim 1, wherein the step of constructing the wave barrier further includes the step of determining the walls have a porosity of between 5% and 60%.

9. The method for damping ocean waves according to claim 8, wherein the step of constructing the wave barrier further includes the step of determining the barrier defines a transmission coefficient equal to wave height of waves transmitted between the wave barrier and the coastal area to be protected divided by wave height of ocean waves incident on the wave barrier, the transmission coefficient being correlated with both number of walls in the barrier and the porosity of the walls.