Abstract
A seawall may have an articulated sea-facing surface that forms pockets, tunnels, and other irregular surfaces that provide habitat for aquatic life. The seawall may be formed from panels of cast concrete, with the panels having protrusions extending from the sea-facing side. Extensions may be affixed to cast panels to further enhance the habitat created by the seawall and to attenuate incident waves.
Claims
1. A seawall comprising: a plurality of panels cast from concrete, each of the panels having a sea-facing side comprising an undulated surface and a plurality of protrusions extending from the surface; a supporting structure that receives and retains the plurality of panels cast from concrete in an orientation that places the sea-facing side of the panels toward a body of water; and a plurality of protrusions affixed to the sea-facing side of the plurality of panels, the plurality of protrusions extending from the sea-facing side into the body of water.
2. The seawall of claim 1, further comprising at least one structure placed at least five yards from the sea-facing side of a panel, the at least one structure comprising a plurality of protrusions cast from concrete.
3. The seawall of claim 2, further comprising a plurality of extensions formed from pliable material that are affixed to the sea-facing side of at least one panel.
4. The seawall of claim 1, further comprising a plurality of extensions formed from pliable material that are affixed to the sea-facing side of at least one panel.
5. The seawall of claim 1, wherein each of the plurality of panels is cast from a mold.
6. The seawall of claim 5, wherein each of the molds produces the same pattern of undulations and protrusions.
7. The seawall of claim 1, wherein the protrusions extending from the seawall provide a space between the protrusion and the sea-facing side of the seawall.
8. A method of forming a seawall, the method comprising: forming a model of a sea-facing surface of a seawall panel, the model providing undulations on the surface and protrusions extending from the surface that provide a space between the surface and the protrusion; forming a mold of the model from a pliable material; casting a concrete panel using the mold, the cast concrete panel having a surface derived from the sea-facing surface of the model; and affixing the cast concrete panel to a supporting structure such that the sea-facing surface of the concrete panel faces a body of water.
9. The method of claim 8, further comprising iteratively casting and affixing a plurality of concrete panels.
10. The method of claim 9, further comprising affixing a plurality of extensions from the sea-facing sides of the plurality of concrete panels.
11. The method of claim 10, wherein the plurality of extensions comprise a pliable material.
12. The method of claim 10, wherein at least some of the plurality of extensions comprise rope.
13. The method of claim 10, wherein at least some of the plurality of extensions comprise wood.
14. The method of claim 10, wherein the supporting structure comprises at least a portion of a pre-existing seawall.
15. A seawall panel comprising: a sea-facing surface having a plurality of undulations over a majority of the surface and a plurality of protrusions extending from the surface, such that a space is created between the protrusion and the surface; at least one affixment mechanism on the side of the panel opposite the sea-facing surface, the at least one affixment mechanism engaging with a support structure; and at least one extension affixed to the sea-facing surface of the panel.
16. The seawall panel of claim 15, wherein the undulations and protrusions are formed from cast concrete.
17. The seawall panel of claim 16, wherein the extensions are not formed from concrete.
Description
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS
[0021] Examples of systems and methods in accordance with the present invention are described in conjunction with the attached drawings, wherein:
[0022] FIG. 1 illustrates a perspective view of an example of a seawall in accordance with the present invention;
[0023] FIG. 2 illustrates an example of components of a seawall in accordance with the present invention being installed;
[0024] FIG. 3 illustrates an example of casting a panel for a seawall in accordance with the invention;
[0025] FIG. 4 illustrates a method for erecting a seawall in accordance with the present invention;
[0026] FIG. 5 illustrates an example of forming a mold for a seawall in accordance with the present invention;
[0027] FIG. 6 further illustrates forming a mold for a seawall in accordance with the present invention;
[0028] FIG. 7 further illustrates forming a mold for a seawall in accordance with the present invention;
[0029] FIG. 8 further illustrates forming a mold for a seawall in accordance with the present invention;
[0030] FIG. 9 illustrates an example of casting a panel for a seawall in accordance with the present invention;
[0031] FIG. 10 further illustrates an example of casting a panel for a seawall in accordance with the present invention;
[0032] FIG. 11 further illustrates an example of casting a panel for a seawall in accordance with the present invention;
[0033] FIG. 12 illustrates an example of a panel for a seawall in accordance with the present invention;
[0034] FIG. 13 illustrates a further example of a panel for a seawall in accordance with the present invention;
[0035] FIG. 14 further illustrates an example of a panel for a seawall in accordance with the present invention;
[0036] FIG. 15 illustrates an example of a panel in accordance with the present invention installed.
DETAILED DESCRIPTION
[0037] FIG. 1 depicts one example of a seawall in accordance with the present invention. A module may comprise a panel 110 that may extend in a substantially planar fashion vertically from a top 115 downward below the surface of the water. A plurality of panels 110 may be used to form a length of seawall. The water-facing surface 120 of the panel 110 may be rough or irregular rather than flat and planar, as depicted in the example of FIG. 1. A plurality of primary protrusions 130 integral to the cast panel 110 may extend from the surface 120 of panels 110 to form pockets or tunnels within those protrusions and between the protrusions 130 and the surface 120 of the panels 110. Additional extensions 140 may be formed separate from any panel 110 and affixed to panels 110 to extend beyond the integral protrusions 130 to create an extended distance of habitat and wave attenuation into the water. Freestanding structures 150 associated with the seawall may be erected in the water beyond the integral protrusions 130 and/or the affixed protrusions 140. Freestanding structures 150 may provide yet additional habitat and wave attenuation for a seawall in accordance with the present invention.
[0038] Various physical and geometric aspects of a seawall such as depicted in the example of FIG. 1 may be varied to create a desired type or amount of habitat and a desired degree of wave attenuation. For example, the amount of roughness associated with the surface 120 of panels 110 may be varied. For example, the frequency and/or magnitude of undulation in the surface may be varied, for example by controlling the frequency and/or magnitude of undulation created in the model used to produce a mold. Further, the number, density, diameters, and/or curvature(s) of primary protrusions and/or extensions may be varied, as may the number, density, diameters, and/or curvature(s) of elements of any freestanding structures 150. Further, the distance(s) that any integral protrusions 130 extend, the distance(s) that any affixed extensions 140 extend, and the distance(s) at which any freestanding structures 150 are positioned may be modified to achieve a desired habitat, visual aesthetic, and/or degree of wave attenuation. In some examples, any integral protrusions provided may extend up to eighteen inches into the water, any affixed extensions provided may extend up to four to five feet into the water, and any freestanding structures provided may be positioned up to fifteen to twenty feet into the water, but such distances are exemplary only.
[0039] Referring now to FIG. 2, a further example of a seawall in accordance with the present invention is illustrated. A seawall may be constructed by inserting 235 a plurality of modules, such as panel 220, that are retained b a supporting structure(s), such as first pillar 210 and second pillar 212. Panel 220 may provide an irregular water-facing surface and a plurality of primary protrusions 230. In some examples, such as for use in a retro-fit of an existing planar seawall, the maintenance of a seawall with an articulated surface such as provided in accordance with the present invention, and/or for the enhancement of a seawall with an articulated surface in accordance with the present invention, an overlay 240 of cast concrete providing an irregular surface and/or primary protrusions may be affixed 245 to a panel of a seawall. Extensions 250 may be affixed 255 to an overlay 240 and/or to a panel 220 to provide a further extension of the habitat and/or wave attenuating structure in accordance with the present invention.
[0040] FIG. 3 depicts an example of using a silicone mold 330 to cast concrete 340 for use as a module, an overlay, an extension, and/or as a freestanding structure in accordance with the present invention. Mold 330 may provide one or more cavity 310 with an undulating shape that forms the negative of the water-facing surface and/or primary protrusions in accordance with the present invention. A frame 320 may retain the silicone mold 330 for convenient casting of the concrete 340. Mold 330 may be removed from the cured concrete to permit the resulting panel/overlay/secondary protrusion/freestanding structure to be deployed. Silicone mold 330 may be re-used to form additional elements of a seawall in accordance with the present invention.
[0041] FIG. 4 depicts one example of a method 400 in accordance with the present invention for constructing seawalls. In step 410 a model of one or more module for a seawall may be formed. Step 410 may use polystyrene foam, clay, or any other material to form a model representative of a desired seawall module. Step 410 may create a model having an undulating surface corresponding to the water-facing surface of the eventual seawall module and/or protrusions extending from the water-facing surface of the seawall module. In step 420, one or more mold may be formed using the model(s) created in step 410. The mold(s) created in step 420 may be formed from a silicone rubber or other suitable material, which may be cast around the model(s) and then removed. In step 430 the mold(s) created in step 420 may be used to cast one or more seawall module. Step 430 may involve pouring concrete into the mold(s) created in step 420 and then removing the mold(s) from the cast module(s) when the concrete has adequately cured. In step 440, extensions may optionally be affixed to the seawall module(s) cast in step 430. The extensions optionally affixed to seawall modules in step 440 may be cast in a fashion similar to the modules themselves, but additionally alternatively the extensions may be formed from a different material having different properties than the material cast to form a seawall module. In step 450, the seawall modules may be erected to form a seawall by, for example, affixing the modules to a supporting structure to present the water-facing side of the module to the sea. In step 460, optional freestanding structures may be erected beyond the seawall. The freestanding structures erected in step 460 may be formed through a casting process similar to that described in exemplary method 400, but additionally/alternatively may be formed through other construction processes or may comprise naturally occurring items, such as boulders, positioned to create habitat and/or to dissipate the energy of waves approaching the seawall.
[0042] FIG. 5 and FIG. 6 illustrate an example of a model of a seawall module that has been created in accordance with the present invention. In the example of FIG. 5, a polystyrene portion has been carved to provide an undulating surface and clay portions have been sculpted and affixed to form protrusions. FIG. 7 shows an example of the model from FIGS. 5 and 6 as it is prepared for mold formation. A container, such as a wooden box, may be used to contain the mold material, such as silicone rubber, around the model, while one or more spacer may be used fill gaps and to avoid needless use of mold material. FIG. 8 shows an exemplary mold after it has been removed from a model. FIG. 9 shows an example of a mold containing concrete during the casting process. FIG. 10 and FIG. 11 show an example of the mold being removed from the cast concrete. Examples of modules produced using the exemplary model and mold from FIGS. 5-11 are shown in FIGS. 12-14. As illustrated in the example of FIGS. 12-14, modules may be assembled together to form a desired seawall configuration by altering the orientation of adjacent seawall modules. While modules may have different sizes, in some examples each module formed may occupy a seawall area of approximately 18 inches by 18 inches. An example of installed modules as part of a seawall is depicted in the example of FIG. 15.
[0043] In some examples in accordance with the present invention, one or more seawall module may be prepared using additive manufacturing processes, such as 3-D printing, rather than a casting process. In some further examples in accordance with the present invention, additive manufacturing processes may be used to add undulation, protrusions, and/or extensions to a module formed through casting.
[0044] By forming modules for use in constructing a seawall, construction of the seawall is facilitated by making individual components manageable during the construction process. For example, a module may be sized such that the mold for casting (if used) and the resulting module are of a size and weight that can be manipulated by those constructing the seawall. Further, the use of modules permits seawalls in accordance with the present invention to be adapted to provide a variety of habitats, even as part of a single seawall, by varying the size and type of undulations, protrusions, and extensions. The use of modules also permits the degree of wave attenuation to be modified for different seawalls constructed in accordance with the present invention and/or for different locations along a seawall in accordance with the present invention.
[0045] Systems and methods in accordance with the present invention permit the economical construction of seawalls with superior wave attenuation that also provide habitat in coastal areas. While describe in some examples herein as a seawall that mimics a coastal mangrove geometry such as may be suitable for deployment at locations such as, but not limited to, coastal Florida in the United States, other geometries may be created using systems and methods in accordance with the present invention. While seawalls in accordance with the present invention may be designed to mimic the geometry of a naturally occurring coastal ecosystem, systems and methods in accordance with the present invention may be used to create seawalls that differ or exceed naturally occurring geometries for wave attenuation, habitat creation, and/or visual appeal.
