US2025223768A1PendingUtilityA1

Wave Attenuation Device For Restoration Of Oyster Reefs

Assignee: TINUS CRAIGPriority: Nov 29, 2023Filed: Nov 23, 2024Published: Jul 10, 2025
Est. expiryNov 29, 2043(~17.3 yrs left)· nominal 20-yr term from priority
Inventors:Craig Tinus
E02B 3/062E02B 3/06
34
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Claims

Abstract

A wave attenuation device converts rotational wave energy of a water body into directional laminar flow. The wave attenuation device includes one or more semi-flexible panels having a second portion inclined with respect to a first portion and a third portion thereof. The semi-flexible panels are spaced apart with respect to each other in a vertical direction. The wave attenuation device includes a plurality of support pilings for supporting the one or more semi-flexible panels on a concrete bed position at a bottom of the water body. A highest point of the plurality of supports pilings is located at a mean low tide height of the water body. A space between the semi-flexible panels is open to flow of water, to enable delivery of food particles to oyster reefs located in the water body, while preventing sediment accretion.

Claims

exact text as granted — not AI-modified
What is claimed is: 
     
         1 . A wave attenuation device for converting rotational wave energy of a water body into directional laminar flow, the wave attenuation device comprising:
 one or more semi-flexible panels having a second portion inclined with respect to a first portion and a third portion thereof, the one or more semi-flexible panels being spaced apart with respect to each other in a vertical direction, wherein
 the one or more semi-flexible panels includes a first portion, a second portion and a third portion, 
 the second portion having a first end inclined with respect to the first portion and a second end inclined with respect to the third portion, 
 the second portion is inclined with respect to the first portion with an inclination angle ranging from 20-40°, and 
 the third portion extends from the second portion and is parallel to the first portion; and 
   a plurality of support pilings for supporting the one or more semi-flexible panels on a concrete bed position at a bottom of the water body, a highest point of the plurality of supports pilings being located at a mean low tide height of the water body.

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