Abstract: Wave attenuation systems are disclosed. For example, a wave-attenuating panel can define a plane, a center-of buoyancy and a center-of-mass spaced from the center-of-buoyancy such that the panel is stably buoyant in a liquid with the plane oriented vertically. Wave attenuators are also disclosed. Such a wave attenuator can comprise a first row of support members extending vertically relative to a seabed and a second row of support members spaced from the first row. A vertically oriented, movable panel can be positioned between the first row and the second row, such that the panel is configured to rise and fall in a substantially vertical plane. Such wave attenuators can also comprise a second, fixed panel that remains submerged.

Abstract: An apparatus to reverse the momentum of large waves. The apparatus includes a primary body having an upper surface, a first face and a second face. The first face and the second face are spaced from one another by a hollow space located below the upper surface. The first face includes an array of ports arranged to receive and transmit water into and out of the hollow space. The first face is curvilinear to deflect and divert water of incoming waves and, with water exiting the hollow space, reverse the momentum of following water. The apparatus is configured to minimizes or eliminate the harm to humans and the destruction of property experienced as a result of tsunami waves.

Abstract: Wave attenuation systems are disclosed. For example, a wave-attenuating panel can define a plane, a center-of buoyancy and a center-of-mass spaced from the center-of-buoyancy such that the panel is stably buoyant in a liquid with the plane oriented vertically. Wave attenuators are also disclosed. Such a wave attenuator can comprise a first row of support members extending vertically relative to a seabed and a second row of support members spaced from the first row. A vertically oriented, movable panel can be positioned between the first row and the second row, such that the panel is configured to rise and fall in a substantially vertical plane. Such wave attenuators can also comprise a second, fixed panel that remains submerged.

Abstract: Wave attenuation systems are disclosed. For example, a wave-attenuating panel can define a plane, a center-of buoyancy and a center-of-mass spaced from the center-of-buoyancy such that the panel is stably buoyant in a liquid with the plane oriented vertically. Wave attenuators are also disclosed. Such a wave attenuator can comprise a first row of support members extending vertically relative to a seabed and a second row of support members spaced from the first row. A vertically oriented, movable panel can be positioned between the first row and the second row, such that the panel is configured to rise and fall in a substantially vertical plane. Such wave attenuators can also comprise a second, fixed panel that remains submerged.

Abstract: Protective flood barrier system on the base of mobile protective flood barriers is offered. Each of these barriers comprises two or more filled elongate sleeves, a web, connecting theirs web and forming means. Envelops of said sleeves and said web are made from flexible impermeable material. These barriers are convenient for protection of separate houses, the extensive areas, as walls of a water basin. They allow reducing wind-induced waves and can be used for repair of earthen dams. The high-efficiency means accelerating installation of barriers are provided.

Abstract: To make it possible to hold a door body in an immobilized state without oscillating when the raising operation has been completed. A raised state holding mechanism 21 of a flap gate 11 for a breakwater provided with a two-folding support rod 13 which immobilizes and supports a door body 12 the front end side of which is supported to freely rise or lower with a rotating shaft 12a as a supporting point, and a stay 17 which supports this and to which is attached a guide roller 17c the movement of which is guided by a guide rail 18. Between a two-rod double-acting cylinder device 22 and an oil tank 32 there is a raising side oil supply pathway 29 which supplies oil to a raising side oil chamber 22d, a raising side oil discharge pathway 34; which discharges oil from the raising side oil chamber 22d, and a lowering side oil pathway 37 which supplies/discharges oil to a lowering side oil chamber 22e.

Abstract: A transportable wave suppressor and sediment collection (WSSC) system, including a method of installing same, the system installed to suppress wave action and provide land restoration along the shore of a body of water, such as a coastline, which includes a plurality of interconnected sections of the system, each section including a base, a forward wall, and a rear wall, having a plurality of fluid flow pipes extending from the forward wall to the rear wall, for allowing water including sediment to flow into the pipes at the forward wall and exit the pipes at the rear wall. There is further provided a one-way valve member at the rear wall exit of each pipe, so that water carrying sediment cannot return through the pipe as the wave action recedes from the coastline. There is provided a flow opening including a weir between multiple sections so that water can flow therethrough.

Abstract: The invention provides a gabion which may be used to protect military or civilian installations from weapons assault or from elemental forces, such as flood waters, lava flows, avalanches, soil instability, slope erosion and the like, the gabion comprising side walls connected together at spaced intervals by partition walls, the side walls comprising at least one substantially closed side wall element panel, which acts in use of the gabion to prevent a gabion fill material from falling through the side wall, the said action of the substantially closed side wall element panel being effective without the aid of a gabion lining material.

Abstract: An erosion control wall system is provided and methods of making it that protect a bank, beach or bluff from soil/sand erosion. The erosion control system includes a plurality of wall members, each formed to have a front face that dissipates and deflects the energy from oncoming waves and a rear face with a stabilizing member extending therefrom for securing the wall member in position along a bank or bluff, or in the water adjacent to a bank, bluff or beach for example. The wall sections are self-stabilizing by action of sand, gravel and/or stone flowing over the wall section and anchoring the stabilizing member. The erosion control wall sections may be constructed on-site using slip form construction methods.

Abstract: A gabion deployment system comprising: a container (30) for retaining a gabion (22) and a gabion (22) of the folding type comprising hingedly attached, connected side walls (16 & 18) and cross-members (12) such that it can be folded for storage and deployed for use; a retaining means (50) associated with the container (30) for retaining the gabion (20) in the container; and at least one releasable attaching, connecting or retentive engaging means (66) for attaching, connecting or retentively engaging at least one part of the gabion (22) to the retaining means (50); wherein the at least one releasable attaching, connecting or retentively engaging means (66) is adapted to attach, connect or retentively engage a part of the gabion (22) to the retaining means (50) when the gabion (22) is folded but to release the gabion (22) from the retaining means (50) when the gabion (22) is deployed.

Abstract: A module for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water, causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: The invention provides a gabion which may be used to protect military or civilian installations from weapons assault or from elemental forces, such as flood waters, lava flows, avalanches, soil instability, slope erosion and the like, the gabion comprising side walls connected together at spaced intervals by partition walls, the side walls comprising at least one substantially closed side wall element panel, which acts in use of the gabion to prevent a gabion fill material from falling through the side wall, the said action of the substantially closed side wall element panel being effective without the aid of a gabion lining material.

Abstract: The invention is an apparatus and method for harnessing wave energy by transforming it in potential energy of water in a reservoir, to be converted in mechanical energy through a classical, proved in time, low head water turbine. The invention maximizes the throughput by raising the water head regardless of the unpredictable wave behavior, to a predictable head. The cost of it is greatly mitigated by sharing the facilities with wind power, desalination and hydrogen generating facilities as well as lodging facilities having all necessary ingredients generated on board.

Abstract: A gabion deployment system comprising: a container (30) for retaining a gabion (22) and a gabion (22) of the folding type comprising hingedly attached, connected side walls (16 & 18) and cross-members (12) such that it can be folded for storage and deployed for use; a retaining means (50) associated with the container (30) for retaining the gabion (20) in the container; and at least one releasable attaching, connecting or retentive engaging means (66) for attaching, connecting or retentively engaging at least one part of the gabion (22) to the retaining means (50); wherein the at least one releasable attaching, connecting or retentively engaging means (66) is adapted to attach, connect or retentively engage a part of the gabion (22) to the retaining means (50) when the gabion (22) is folded but to release the gabion (22) from the retaining means (50) when the gabion (22) is deployed.

Abstract: A breakwater, in which the surface thereof facing the sea (H) is a curved surface rendering the cross section of the breakwater a trapezoid with curved side (ABCDEFG) which comprises a shorter top side (EF), a longer bottom side (AG), and a curved side (ABCDE) facing the sea (H). The curve profile is similar to a recumbent concaved-up parabola.

Abstract: An apparatus and method for controlling water flow, soil erosion, and/or sediment flow in and around a construction site. The apparatus includes a three-dimensional, water-permeable polypropylene filled geotextile pocket that is secured to the ground with a supporting structure. The apparatus includes a tail portion that is placed flat against the ground, facing upstream against the direction of water flow. The tail portion can be secured with pins that provide protection against movement of the tail portion and reduce an amount of sediment passing under the apparatus.

Abstract: The present invention relates to a water movement device comprising a flexible wall (1) placed in water close to the surface, substantially vertically in a static rest state, made up of optionally perforated (5) massive unit blocks (4) assembled to one another in strings by cables (2, 3) on which said blocks (1) are threaded or on which said blocks are crimped, said cables comprising: a series of cables (2) disposed vertically (ZZ?) side by side, parallel to one another, and a second series of cables (3) disposed horizontally (XX?) one above another and in parallel, and said vertical cables (2) being suspended or tensioned at their top ends and/or respectively tensioned or moored at their bottom ends, and said blocks including empty orifices (5) passing through them between the front and rear faces (1-1, 1-2) of said wall (1), and/or empty spaces (7) between said blocks, such that said orifices (5) and/or empty spaces between said blocks (7), if any, confer overall porosity on said wall lying in the range 5%

Abstract: A wave attenuator structure for dissipation of wave energy of a body of water is described. The structure preferably is equipped with a substantially horizontal base, a foot extending substantially vertically downward from the base, and a wall extending substantially vertically upward from the base. The wall forms a water-facing face, which face slopes in the direction of the body of water. The wall and the base define a plurality of channels sized and configured to receive one or more respective anchor devices for anchoring the wave attenuator structure in soil.

Abstract: Swell attenuating device comprising a horizontal plate slightly immersed in the incident sea swell, this plate being held in position under the free surface of the water and presenting perpendicular upstream (12) and downstream (14) edges raised to a positive dimension above the free surface of the water, so that the incident sea swell cannot propagate freely over the plate, each of the upstream and downstream edges being extended at their base by a tab-shaped element (12A, 14A) of the same specific length, the assembly thus forming a symmetrically profiled structure in the form of a so-called “camel's back”, device wherein one at least of the two elements formed by the perpendicular upstream edge and the plate part, or raft (10A), laid between the upstream and downstream edges comprises orifices (20) over part of its surface.

Abstract: It is an object to provide a tide apparatus comprising a storage tank connected to a underground pit for normally storing water of a constant amount, a connecting pipe for connecting between the underground pit and the storage tank, and a seismograph releasing apparatus formed on the connecting pipe for sensing a shake in an earthquake and for releasing the water stored in the storage tank into the underground pit, wherein the tide plate can protrude upward from the soil foundation face by operating the seismograph releasing apparatus in an earthquake to make the water stored in the storage tank flow into the underground pit via the connecting pipe.

Abstract: A wave attenuation system having a floating member, at least one anchor member, and a plurality of interconnected wave attenuation members. The floating member has a generally flat top surface and a bottom surface. The top surface is configured to be disposed above a waterline and the bottom surface is configured to be disposed below the waterline. The anchor member is disposed below the water line and is interconnected with the floating member through at least one elastic member. The wave attenuation members are connected to the floating member and disposed below the bottom surface of the floating member.

Abstract: A floating breakwater system comprises a plurality of modules that are flexibly affixed together. The modules are affixed together to make up a plurality of vertical panels made up of the modules and the vertical panels themselves are flexibly affixed together in generally parallel relationship. Each individual module has a front face that faces the oncoming wave. There are at least two inlets in the front surface and corresponding outlets in the rear surface and passageways between the inlets and the outlets such that the water propelled by the wave passes through the at least two passageways. Each passageway is tapered inwardly in the direction of the flow of the water and each passageway has a main longitudinal axis. The respective axes are angled inwardly toward each other and converge at a point displaced rearwardly from the outlets so that the water that passes through the passageways intersect at the point and the energy of the wave is dissipated.

Abstract: A connector for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water; the system causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: An externally-adjustable module for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water, causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: Sheath (20, 21) with specially designed artificial rugosity (18, 19), to be put on structures and objects (10) submerged in a flow (12) and leaning on a scourable bottom, such as piers and abutments of bridges, pipelines, and others. The rugosity diminishes the intensity of the secondary flow that occurs in the border of attack of the structure and also reduces the turbulent wake; as a result, there is a decrease in the local scour that can put the mentioned structures at risk. The sheath also reduces the drag force due to the relative movement of the structure (10) in relation to the liquid medium, so it can be applied to moving objects in a liquid medium at rest. The sheath may have an efficient streamlined profile that produces an additional decrease of the scour and the drag force; it may also include a mechanism to turn the sheath automatically, if the flow has variable direction.

Abstract: ShoreGuard™ is a flow and erosion control system that is a prefabricated breakwater structure with a series of Louvers that is placed off shore to have a slowing effect on the velocity of the current both incoming and outgoing. The slowing of the current allows sand and sediment to accumulate on the shoreline side of the structure, therefore, building a beach or adding to the existing shoreline. The structure can be very aggressive in this effort the closer to the shore that it is installed. However, it is recommended to be installed in 14 feet of water at low tide for safety.

Abstract: A module for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water, causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: Provided is a breakwater formed of a frame on the front surface of which a number of bent breakwater members stack to thereby prevent the waves or billows from being be flowed into the inner side of a seashore, seawall, harbor, or dock, and induce saving of an installation cost through a simple configuration. The breakwater includes: a frame body having a plurality of supporting frames in which a number of coupling holes arc bored; a number of breakwater members in which combining holes are bored, and the coupling holes and the combining holes arc combined with each other by coupling elements; and front and rear supporters having respective fixing wires, connection linkages and heavy bodies.

Abstract: Disclosed herein is a method of stabilizing a beach which includes the steps of producing an engineering design for placement of one or more sand filled, low profile geotextile tubes in proximity to the beach to produce a groin field; and implementing the engineering design to place the one or more sand filled, low profile geotextile tubes in proximity to the beach in accordance with the engineering design to produce the groin field. The method includes an iterative process using multiple model executions to produce an engineering design of a discrete, porous, geotextile groin field for engineering site adaptation and implementation at a specific beach site. The solution may further include post-installation monitoring to assess the effectiveness of the solution and to modify the solution for future erosion mitigation efforts.

Abstract: A wave protection structure is intended for a slope, such as the slope of a breakwater or a bank, which slope merges into a bed at the location of a toe. The wave protection structure comprises wave protection elements and toe elements. The wave protection elements are each provided with a plurality of projections for engaging in one another and are provided on the slope in a substantially regular imaginary grid, with a horizontal grid spacing between the centres of gravity of the wave protection elements. The toe elements extend along the toe and their shape differs from the shape of the wave protection elements. The centres of gravity of the toe elements are provided at substantially the horizontal grid spacing from one another. As a result of the toe elements being provided at the grid spacing of the wave protection elements, it is easier to position the toe elements. This also allows the use of larger blocks and means that it is no longer necessary to stack the wave protection elements.

Abstract: The invention provides a gabion which may be used to protect military or civilian installations from weapons assault or from elemental forces, such as flood waters, lava flows, avalanches, soil instability, slope erosion and the like, the gabion comprising side walls connected together at spaced intervals by partition walls, the side walls comprising at least one substantially closed side wall element panel, which acts in use of the gabion to prevent a gabion fill material from falling through the side wall, the said action of the substantially closed side wall element panel being effective without the aid of a gabion lining material.

Abstract: A connector for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water; the system causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: An externally-adjustable module for a wave attenuation system formed by connecting a plurality of panels in a structure positioned in a body of water, causes the dissipation of wave energy. Different configurations of panel, having different flow characteristics, used in the structure, and different types of connector used to connect panels, create different patterns of water flow within the structure, and contribute to wave energy dissipation. Units deployed in harbors, rivers, marinas and the like, help to prevent beach erosion and can facilitate beach nourishment. Embodiments can be utilized as a security barrier, preventing intrusion by trespassers, divers or various sized boats. A variety of sensors can be mounted to the structures, enabling detection of movement, chemical and biological agents, explosives or radiation. A submersible gate, comprising panels and a buoyancy control mechanism, allows for passage of boats and can be controlled remotely.

Abstract: A system and method for prevention of erosion utilizing a sub-tidal platform designed to be lodged at a beachhead. The sub-tidal platform will be placed under water and will contain at least one or a plurality of main trusses exhibiting a curvilinear convex shape and containing a plurality of gates and at least one or a plurality of intermittent trusses exhibiting a curvilinear convex shape and containing a plurality of gates which, when in their closed position, decelerate material entrained with liquid and allow for deposit of said material in the spaces formed by the trusses.

Abstract: A wave attenuator structure for dissipation of wave energy of a body of water is described. The structure preferably is equipped with a substantially horizontal base, a foot extending substantially vertically downward from the base, and a wall extending substantially vertically upward from the base. The wall forms a water-facing face, which face slopes in the direction of the body of water. The wall and the base define a plurality of channels sized and configured to receive one or more respective anchor devices for anchoring the wave attenuator structure in soil.

Abstract: A geotextile container and system for constructing a water barrier or dam is disclosed. A system for maintaining fill material solids in position to form a barrier comprises an elongated sheet of geotextile material capable of coiling upon itself to form a helical structure. Further, a means for seaming the first elongated sheet into a tubular container and filling the container with solids is presented. Fill material solids may be held in position by a tubular shaped container that forms a barrier or dam. An inner liner also may be employed in the tubular container. Cradle tubes may be deployed on either side to hold the container in position, such as when the container is struck by high energy waves.

Abstract: The present invention is directed toward various valving arrangements to control the flow of granular material. In one embodiment, a valve is provided which facilitates flow of the material in one direction, but resists flow in another direction. In another embodiment, a retaining wall is provided with a plurality of generally horizontal passageways, which, under normal circumstances, resist passage of the flowable granular material positioned therebehind and, under modified circumstances, can serve as relief valves to avoid pressure on the wall which might cause the wall to move in an undesirable manner. In a third embodiment, a plurality of valving units is provided for beach retention of sand through efficient separation of sand from incoming waves.

Abstract: The patent describes a device intended to both attenuate water waves efficiently, and efficiently convert the attenuated energy to useful energy, while having minimal negative environmental impact. The device consists of a flexible slab that rests upon a rigid but permeable horizontal plane between surface and bottom. The slab is alternatively pushed away from the plane, and alternatively it is pressing hard on the plane. The resulting force may be converted to hydraulic energy using established technology. The critical parameters are the submerged weight per area and elasticity of the slab, equations for which are given in the patent.

Abstract: This patent is based on the need of a new way of using up tires that are not in use. Using the Tire Tread Ring in a cribbing manor we find that we create a design structure that is very versatile and flexible and at the same time not losing its strength and holding the environment in place where it is used. The Tire Tread Ring Cribbing system is made up of tire parts. What we are using is the Tire Tread Ring and the Tire Sidewalls after they are removed from the Tread Ring. This will create a cribbing system that is interconnected by the use of fasteners to connect the sidewalls and tire tread rings together. This makes a interlocking detainment space which prevents washout for the retaining earth materials that tend to flow. Each interconnected crib of the system divides and hold a quantity of the material safely with in it, the cribbing space. In this way normally unstable material such as loose rocky earth, sand, and gravels can be retained in a relatively steep configuration such as in a retaining wall.

Abstract: A load-carrying modular structure assembled from 3-D structural modules constituting parallelepipeds with rectangular faces, the 3-D modules adjoining each other along said faces. The modules comprise reinforcing diagonal beams (RDBs) disposed along diagonals that connect vertices of the parallelepipeds. The RDBs form a 3-D multi-tetrahedron lattice whereby said modular structure behaves under load as a multi-tetrahedron structure. A basic 3-D module for assembling the modular structure has six RDBs along facial diagonals forming a tetrahedron. The 3-D module may have RDBs also along the other six diagonals and along diagonals connecting centers of the box's faces. The 3-D modules may have cut-outs and passages for water currents. They may have internal hollow volumes and controlled buoyancy, and may be assembled from shell elements.

Abstract: Mobile flood wall preferably comprising of plastic, characterized by support elements (1 through 5) as plates of a fitting thickness, each in the form of an equilateral triangle with one of the three equal outer sides as the base and wall elements (11 through 19) as rectangular plates of a fitting thickness lying on and connected to the water-side outer side of the equilateral support elements and therefore sloped at an angle of 60°, which forms the wall with the land side surface, wherein the water pressure on the wall elements is diverted by the support elements into the ground, and causes the surface structures of the base of the support elements to be pressed into and anchored in the ground, for sealing the ground against water and for the stability and the nondisplaceability of the flood wall.

Abstract: A portable breakwater system for use in a body of water includes first and second support members adapted to be positioned on the floor of the body of water and a curtain attached between the first and second support members. The first and second support members allow the curtain to freely rise in response to a wave in the body of water so as to attenuate the wave. Each support member includes a base plate and a frame assembly extending upwardly from the base plate. The base plates can be anchored to the water floor with one or more weights. The frame assemblies include pivoting or telescoping sections that permit the curtain to rise in response to a wave. Alternatively, the curtain can be attached to pre-existing underwater structure, such as the support members of a dock located in the body of water. In this case, the curtain is attached to the support members via attachment sleeves that are slidingly mounted on the support members.

Abstract: An apparatus and method of reducing the effects of hydrodynamic forces of waves and water currents in coastal environments (e.g., oceans, and coastal, river, lake, and reservoir banks). The apparatus is an oysterbreak having two basic designs adapted to allow for the attachment of oysters and other bio-fouling marine organisms, using the least amount of material. In one embodiment, the oysterbreak comprises a support structure and plurality of slats (i.e., relatively planar sections or surfaces) having growth layers made from tubing coated with a material capable of inducing aquatic sessile organism attachment and growth. In another embodiment, the oysterbreak comprises a plurality (e.g., two, three, four, five, six, etc.) of growth layers of regular polygonal-shaped members made from a material capable of inducing aquatic sessile organism attachment and growth that when stacked, form a relatively portable, breakwater module.

Abstract: A three-dimensional multi-pod windblown particle control device is used to control the deposition, accumulation and retention of windblown particles. The multi-pod device is formed by connecting beams to create legs which intersect one another at a crossing area. The ends of some of the legs contact the earth surface to support the device while the ends of the other legs extend in three dimensions to interact with the wind. The device may be formed by substantially identical X-shaped frame structures which intersect and connect with one another. The optimal spacing for using the devices in an array is within a range of approximately 0.5–1.5 of a transverse dimension across the surface area occupied by each particle control device.

Abstract: The present invention relates to a silt restoration device comprising a vertical support member having an upper end and a lower end, wherein the upper end is connected to an upper horizontal support member with the longitudinal length of the vertical support member being substantially perpendicular to the longitudinal length of the upper horizontal support member. At least one tire will be positioned on the vertical support member below the upper horizontal support member in a substantially vertical position. The tire will have a tread surface and a center space, wherein the vertical support member will impale the tread surface of the tire at two opposed points substantially along a diameter of the tire and substantially at a midpoint of a width of the tread surface.

Abstract: Lower sidewall portions (18, 20) of a vehicle tire (10) are spread apart by a spreader tool (28). Spreader bars (32, 34) are placed between the spread apart lower sidewall portions (18, 20) of the tire (10). Concrete (116) is poured in place in the tire. One or more iron members (120, 122, 124, 126) are placed in the tire (10) with lower portions in the concrete (116) and upper portions extending towards the inner side of the tread wall (26). At least one other iron member (120, 122, 124, 126) is positioned in the tire (10) with a lower end portion in the concrete (126) and an upper portion sloping upwardly and outwardly towards the inner side of the tread wall (26) on a diametrically opposite portion of the tire (10).

Abstract: A barrier for reducing erosion along shorelines includes a barrier body formed as a unitary, molded plastic structure. In one embodiment, the barrier body has at least one elongate passage extending through it, between oppositely disposed first and second sides, and an interior reservoir. A port formed into the barrier body communicates with the interior reservoir to facilitate filling the reservoir with material to thereby add weight to the barrier. The barrier further includes at least one anchor formed into a side of the barrier body and associated with the passage to control shrinkage of the barrier body as it is being molded. In another embodiment, a method of making the barrier body includes placing plastic material in a mold, manipulating the mold to distribute the plastic material within the mold and thereby form the barrier body as a unitary piece, and reducing the shrinkage of the molded barrier body with the anchor.

Abstract: A Sediment control devices and systems generally includes a core made up of granular material encased within a puncture resistant fabric, a compressible layer enwrapping the core and a geotextile fabric outer casing. A plurality of such devices provide a system for controlling erosion and sedimentation.

Abstract: A system for offloading LNG (liquified natural gas) from a tanker (26) in shallow waters, for regasing, or heating the offloaded LNG to produce gaseous hydrocarbons, or gas, for pressurizing the gas, and for flowing the gas to an onshore station (56), includes a structure that is fixed to the sea floor and projects above the sea surface and aids in mooring the tanker. In one system, the structure that is fixed to the sea floor is a largely cylindrical tower (12) with a mooring yoke (20) rotatably mounted on its upper end. A floating structure (14) such as a barge that weathervanes, has a bow end pivotally connected to a distal end of the yoke, so the barge is held close to the tower but can drift around the tower with changing winds, waves and currents. The tanker is moored to the barge so the barge and tanker form a combination that weathervanes as a combination.

Abstract: An apparatus and method of reducing the effects of hydrodynamic forces of waves and water currents in coastal environments (e.g., oceans, and coastal, river, lake, and reservoir banks). The apparatus is an oysterbreak having two basic designs adapted to allow for the attachment of oysters and other bio-fouling marine organisms, using the least amount of material. In one embodiment, the oysterbreak comprises a support structure and plurality of slats (i.e., relatively planar sections or surfaces) having growth layers made from tubing coated with a material capable of inducing aquatic sessile organism attachment and growth. In another embodiment, the oysterbreak comprises a plurality (e.g., two, three, four, five, six, etc.) of growth layers of regular polygonal-shaped members made from a material capable of inducing aquatic sessile organism attachment and growth that when stacked, form a relatively portable, breakwater module.