Abstract: Embodiments of the present invention are directed to articles used as an artificial reef and/or used as a part of an artificial reef, methods of making the articles, methods of using the articles, and methods of forming artificial reefs. The articles include a top, at least one support member, and optionally, a base. In some embodiments, the water permeability of the top of the article is greater (and in some embodiments, at least 10% greater) than the water permeability of the support, the water permeability of the optional base, or both. In preferred embodiments, the top, support(s), and optional base are formed of concrete.

Abstract: A floating breakwater structure is described. The structure includes a floating platform disposed at a water surface and a mooring system. The floating platform has one long side for facing a shore and another long side for facing a sea-horizon. The mooring system includes at least one pair of side anchors located on the seabed at one long side of the buoyancy platform, and at least one another pair of side anchors located on the seabed at the other long side of the floating platform. The mooring system also includes at least two pairs of crossing mooring spring-lines linked at one end to the floating platform. Each pair of the crossing mooring spring-lines is linked at one end to the corresponding long side of the of the floating platform and at another end to the corresponding pair of the side anchors.

Abstract: A breakwater (10A), including a floating plate (22), including: a floating plate (22), width (54) thereof being at least one wavelength (12) and being non-bendable; and anchors (26), for anchoring the floating plate (22), thereby not allowing the water waves (30A) propagating along the width (54) of the plate (22) to bend the width (54) of the plate (22), thereby not allowing the water waves (30A) to bend themselves along the at least one wavelength (12).

Abstract: The present invention discloses a floatable flow-resisting and sand-resisting multi-functional device. The device includes a hollow floatable body, a flow-resisting and sand-resisting plate, a flow-resisting and sand-resisting net and a mooring system, wherein a plurality of flow-resisting and sand-resisting plates are arranged, each of the flow-resisting and sand-resisting plates is arranged perpendicular to a seabed, a top end of the flow-resisting and sand-resisting plate is fixed to the bottom of the hollow floatable body, the flow-resisting and sand-resisting net down to the seabed is mounted between every two of the flow-resisting and sand-resisting plates, one end of the mooring system is connected to the hollow floatable body, and the other end of the mooring system is fixed to the seabed.

Abstract: A floating mooring structure including a framework formed by a plurality of equidistant parallel tubes, a second plurality of tubes extending through the first plurality tubes and a third plurality of tubes extending through the first plurality spaced from and below the second plurality of tubes. The structure also includes peripheral berthing beams and additional flotation tanks with shock-absorbing fenders and with vent tubes that help stabilize the structure and serve as mooring posts for vessels.

Abstract: The present invention discloses a quickly-detachable airbag-type floating breakwater, including a plurality of water wave absorbing structure units arranged along a length direction of the breakwater. The adjacent water wave absorbing structure units are connected by a connecting unit. The water wave absorbing structure unit comprises at least two floats arranged side by side and a wave absorbing plate located between the floats. The water wave absorbing structure unit comprises at least two floats arranged side by side and a wave absorbing plate located on the floats. The connecting unit comprises bases located at the ends of the floats, an airbag located between the adjacent bases, and a steel chain, the adjacent bases wrapping the airbag to form a buffer connecting structure.

Abstract: A floating structure is described. The floating structure includes a floating platform disposed at a water surface, a mooring system and a damping system. The mooring system is configured for mooring one side of the floating platform to a sea floor, thereby to permit rotation of the floating structure and to provide a desired orientation down-wind with respect to an anchor point. The damping system is arranged at one side of the floating platform and is configured for absorbing wave energy and stresses imparted by the motion of waves in order to stabilize a horizontal position of the floating structure down-wind during a storm against the waves.

Abstract: The present invention relates to a system and device (1000) for controlling hydroelastic surface waves and to the use thereof. In particular, the invention relates to a system for controlling hydroelastic waves propagating over the surface of a liquid (1), the controlling system comprising a floating composite structure (10) having at least two zones Z1 and Z2 the respective bending coefficients D1 and D2 and/or the shapes of which are adapted to control the propagation of the hydroelastic waves, and for which it is possible to define an index ni, i being equal to 1 or 2, similar to the refractive index of an optical medium. The controlling system thus allows the propagation of the hydroelastic waves to be able to be controlled by applying the laws of geometric optics.

Abstract: An open water marine barrier system is provided. Embodiments include a marine barrier with two elongate buoyant members, an elongate net support member between the two buoyant members and above the buoyant members, and an elongate lower ballast member between the two buoyant members and below the buoyant members. Stanchions extend between the members to support them and maintain the spacing between them. An impact net is attached to the net support member and a stanchion extending between the two buoyant members. When a moving vessel impacts the impact net, the net deflects to transfer a force of the impact to the net support member, the stanchions, and the buoyant members, which engage the water to transfer the impact force to the water and arrest the motion of the vessel. The ballast member provides a force to restore the barrier to an upright position when the barrier rotates from vertical.

Abstract: A breakwater (wave attenuation system) includes two horizontal tubes as buoyant members connected to one another, their cross-sections representing vertices of a triangle, whose legs are interconnecting struts. A perforated, submerged, ballast tube forms the third vertex. Wave motion is perpendicular to the length of the float tubes tethered to an anchor at the sea floor. A lead float tube rises in response to an approaching wave, often cutting off the wave crest, while a trailing float tube rises less and later as the wave passes. Asynchronous rising and falling of the leading and trailing, floating, top tubes rocks the breakwater, redirecting and dissipating wave momentum, energy, and water volume by rotating the assembly, thrashing the water.

Abstract: A device for reducing underwater sound has a holding device and a hydrosound damper with noise reducing elements. The device has a transport housing for transporting the hydrosound damper, a first end of the underwater sound damper being fixed to the transport housing and the transport housing being connected to a holding device via a support device has a cable winch with a support cable arranged on the transport housing and has a motor-driven drum, wherein using the support device, the transport housing is lowered from the holding device to the sea floor.

Abstract: A breakwater (wave attenuation system) includes two horizontal tubes as buoyant members connected to one another, their cross-sections representing vertices of a triangle, whose legs are interconnecting struts. A perforated, submerged, ballast tube forms the third vertex. Wave motion is perpendicular to the length of the float tubes tethered to an anchor at the sea floor. A lead float tube rises in response to an approaching wave, often cutting off the wave crest, while a trailing float tube rises less and later as the wave passes. Asynchronous rising and falling of the leading and trailing, floating, top tubes rocks the breakwater, redirecting and dissipating wave momentum, energy, and water volume by rotating the assembly, thrashing the water.

Abstract: A water wave breaker assembly comprising a buoyant wave breaker element including a plurality of longitudinally extending members spaced-apart from one another and defining an open cage structure; and an anchor assembly connectable to the buoyant wave breaker element and which can allow rotation of the buoyant wave breaker element when floating on a body of water. The buoyant wave breaker element can include a plurality of transversal arms extending through the open cage structure and outwardly past the longitudinally extending members. The water wave breaker assembly can be provided as a kit.

Abstract: There is disclosed a floating barrier for installation in deep oceans for dampening winds, waves, and currents, and for containing oil spills. Applications of this invention include tsunami wave alleviation, storm protection, and oil spill containment.

Abstract: According to the invention, a security net can be erected in or on water or on the ground and is provided with a net or net-like structure (1) manufactured substantially from wire material, rope material, strand material or plastics material (2). The net (1) is bent together and forms longitudinal flanks (3, 4) and at least one arched region (5). The overlapping longitudinal flanks (3, 4) can be connected together and several stabilizers (8) are associated with the net (1). In cross-section, the net (1) is constructed similarly to a teardrop, with the arched region (5) lying on or at least partially in the water. In this way, a largely double-walled security system is obtained, which is able to intercept impacting objects reliably and moreover gently, because the net and the three-dimensional protective net structure is deformable due to the relative flexibility thereof.

Abstract: A buoy for use in reducing the amplitude of waves in water and a system making use of plural buoys to create a floating breakwater. Each buoy is arranged to be constrained, e.g., connected to an anchor, and comprising a body e.g., a cylindrical member having at least one outwardly projecting fin, that is configured to be resonant and impedance matched. The buoy and anchoring approach allows for self-tuning to the changes in the wave spectrum due to the tidal or storm surge induced changes in the water depth. The body of the floating buoy is not limited to circular cylinder, and could be square, hexagonal, triangular, etc. but must have at least one exterior mounted fin.

Abstract: A water wave breaker assembly comprising a buoyant wave breaker element including a plurality of longitudinally extending members spaced-apart from one another and defining an open cage structure; and an anchor assembly connectable to the buoyant wave breaker element and which can allow rotation of the buoyant wave breaker element when floating on a body of water. The buoyant wave breaker element can include a plurality of transversal arms extending through the open cage structure and outwardly past the longitudinally extending members. The water wave breaker assembly can be provided as a kit.

Abstract: An apparatus and method for disrupting a hurricane are disclosed. The apparatus comprises a plurality of interconnected slabs. The slabs are connected using a series of cables. Cushions placed between the slabs prevent damage to the slabs during use. In practice, the interconnected slabs are towed to a position in the anticipated path of a hurricane. Once the interconnected slabs are positioned at a pre-determined location within the hurricane, they are maneuvered with the hurricane such their position remains generally fixed relative to the hurricane. The slabs form a partial barrier between the ocean and atmosphere thereby interfering with the critical mechanics, namely the rise of warm, moist air, of hurricane formation. The interconnected slabs are maneuvered with the hurricane for extended time periods such that they constantly disrupt the mechanics of hurricane formation.

Abstract: A mobile marine barrier system comprises a raisable barrier member held between two supporting pump rigs and is adapted to be movable within a body of water. Each pump rig is operated by an onboard crew to enable an efficient, reliable and safe barrier that provides protection towards fragile coastlines. Several barriers can be connected together, with pump rigs being positioned between each barrier, so as to extend the length of coastline to be protected. Each barrier may be adapted to suit different requirements, according to the localised threat. Each pump rig comprises a shaped protective hood, to protect against impacts. To aid the barrier system to remain in position, wind towers are provided to channel air downwards towards a directional propulsion system which enables mobility. Flexible legs and feet are provided in the base of each pump rig to also assist in securing them to the seabed.

Abstract: A buoy for use in reducing the amplitude of waves in water and a system making use of plural buoys to create a floating breakwater. Each buoy is arranged to be constrained, e.g., connected to an anchor, and comprising a body e.g., a cylindrical member having at least one outwardly projecting fin, that is configured to be resonant and impedance matched. The buoy and anchoring approach allows for self-tuning to the chances in the wave spectrum due to the tidal or storm surge induced changes in the water depth. The body of the floating buoy is not limited to circular cylinder, and could be square, hexagonal, triangular, etc but must have at least one exterior mounted fin.

Abstract: A mat system includes a surface and at least first and second mat units. Each mat unit includes a respective plurality of blocks interlinked by respective cables that pass through the blocks. Each mat unit includes cable loops along at least one side section thereof. The first and second mat units are positioned on the surface in proximity to each other with cable loops of the first mat unit extending toward the second mat unit and cable loops of the second mat unit extending toward the first mat unit. A plurality of interconnecting blocks are positioned between the first mat unit and the second mat unit. Each interconnecting block includes an underside with downwardly open channels formed therein. The cable loops of the first and second mat units are positioned within the channels of the interconnecting blocks to cover the cable loops.

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: The wave break has an elongated shape and three wave-breaking surfaces mounted thereon and forming an elongated triangular configuration. The wave break has a lazy side on its forward edge, such that the force of the wave tilts it about the forward edge to increase a projection of its wave-breaking surfaces against the incoming wave. Because of the lazy forward side of the wave break, the leading stringer dive into each wave without deviating substantially from a horizontal plane. The trailing side of the wave break is subject to the lifting forces of each wave and therefore, the trailing side tilts upward and downward in use. The trailing side tilts upward and downward about the leading stringer to rotate the wave-breaking barriers into a more or less perpendicular alignment relative to the wave movement, for breaking the wave more effectively.

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: 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: 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: 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: 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 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 artificial fish habitat (10) comprises an open framework (12) including a plurality of layers (14). The layers (14) each include an open portion (20) and are generally aligned so that the open portions (20) cooperate to define a passageway (26) through the framework (12) for fish to reside therein. Each layer (14) includes a periphery section (18) which is formed from a material presenting a minimum cross section sized and configured to be greater than the gap spacing of a conventional fish hook such that the hook may not snag on the framework (12). A method of utilizing the partially submerged habitat (10) comprises descending a hook through the passageway (26) to contact a layer (14) and withdrawing the hook without snagging.

Abstract: A breakwater assembly comprises an upper slab (15) supported on columns (14, 21) that extend upwardly from a lower slab (13). A solid back wall (17) depends from one edge of the upper slab (15) while a front wall (16) with holes (18) therein depends from the other edge to exchange sea water freely between inner sea and outer sea.

Abstract: The present invention is a general structural member assembly. A basic structural unit of the present invention has two adjacent shafts, both further having a cross sectionally triangular shape with a longitudinal side completely or substantially mostly removed to form legs. The leg ends are formed or machined such that they present two outward surfaces generally parallel to the open face of a first adjacent shaft. The outward surfaces of the leg ends are then positionally fixed, albeit with some flexible movement in some embodiments, to generally have a parallel and longitudinal interface with the longitudinal outside edges of a solid side of a second shaft. A stacked assembly may be formed from the structural members capable of sediment retention or accumulation.

Abstract: A barrier dissipates energy from wakes from high speed vessels. Pilings embedded in the seabed slidably extend through openings in a flotation section below the surface of the water and through apertures in a gate section above the surface of the water. Struts on the flotation section extend through the surface of the water to hold the gate section a predetermined height above the surface. An inclined ramp extends from the flotation section below the surface and progressively reduces the depth of the water above the ramp portion as the distance to the flotation section becomes less. The progressively reduced depth builds-up the incoming wake, and the gate section cuts off the crest of the built-up wake to dissipate energy. Systems of barriers may be located in various patterns of spaced apart arrangements along waterways to intercept and reduce the effects of wakes produced by numerous high speed vessels.

Abstract: The present invention relates to a large floating structure used for a marine airport and the like and, more particularly, to a large floating structure in which the large floating structure itself has a wave absorbing function, whereby the need for a breakwater etc. is eliminated, and the installation of a separate wave absorbing structure at the outer periphery of the large floating structure is not needed, whereby an upper deck can be utilized effectively. For this purpose, under an extending portion on the up-wave side of the upper deck of large floating structure, for example, many box-shaped floating bodies arranged in a zigzag form and lattice-shaped connecting members are provided as a wave absorbing structure depending from the extending portion.

Abstract: A wave suppression member for suppressing waves along a water surface includes a hollow cylinder having a top defining an opening and a sidewall extending from the top. The sidewall includes a plurality of perforations extending through the sidewall. A flotation member is coupled to the top of the barrel for buoyantly supporting the top of the barrel at the water surface.

Abstract: A dynamic shoreline erosion control system includes a plurality of large rotatable hollow spheres spaced along a line at a distance from the shoreline. The spheres are held together by a heavy duty strong flexible netting which permits movement of the spheres with the incoming and outgoing waves. Openings in the spheres permit the sea water to pass through. A plurality of smaller air-filled balls are disposed within the spheres to likewise rotate under the influence of water flow and provide buoyancy. A group of spheres within a common netting is tied to a pair of pilings at the ends of the netting to limit the extent of movement. Narrower sections of the netting between spheres provide a link and spacing for adjacent elements. Like groups of spheres in nettings can be disposed in parallel pairs with staggered spacing and an array of spaced groups in various geometric arrangements can extend along a large shore area.

Abstract: A floating wave absorber is composed of a main wave-absorber body formed by a construction body floating on the surface of water, wires of which each one end is connected to an end portion of the main wave-absorber body, a first traction member of which one end is connected to the other bound end portion of each wire and the other end is fixed to an anchor, and a second traction member of which one end is connected to the bottom of the main wave-absorber body and fixed to another anchor. The main wave-absorber body is floated on the water according to a so-called "kite flying" principle and absorbs waves. Thus, the wave absorber is more advantageous in economic performance and free from washing-away by abnormally high waves in a typhoon, etc., and can be installed quickly and absorb waves effectively.

Abstract: There is provided a wave attenuation device for abating waves and therefore erosion of a shorefront or marina of a body of water. The device includes a plurality of spaced apart, elongated plates for receiving waves therethrough. The plates are retained together by a plurality of vertical supports. The device may include a structure to anchor the device in place in a body of water.

Abstract: A device for effecting local reduction of sea wave amplitude includes a grid plate adapted to be supported in the sea at a predetermined depth ensuring that the grid plate remains submerged below the trough of the highest wave expected to be encountered in use of the wave reduction device. The grid plate member includes a plurality of interconnected elongate supporting members hingedly supporting flapper valve plates which are operable between substantially opened and closed positions, each flapper walve in its opened position permitting sea water to flow substantially unimpeded through the flapper valve and in its closed position substantially blocking the flow of sea water through the flapper valve.

Abstract: There is provided a wave attenuation device for abating waves and the erosion of a shorefront of a body of water. The device includes a plurality of rows of hollow tubes for receiving waves therethrough. Each tube in a row is in a side-by-side relation to its adjacent tubes and has its centerline positioned basically perpendicular to the shorefront. The device also includes a plurality of first and second horizontal supports, a plurality of vertical supports, and bracket and bolts for connecting one of the plurality of vertical supports to one of the first and one of the second horizontal supports to retain the plurality of rows of tubes in position with respect to each other. The device may include a structure to anchor the device in place in a body of water.

Abstract: There is described a water wave absorber, particularly suitable for use in testing tanks, to reduce the reflection of generated waves. The absorber comprises a series of sheets of unflattened expanded material, usually metal, positioned one behind the other and the sheets being arranged in generally decreasing porosity from the front of the wave absorber to the rear thereof.

Abstract: Apparatus for dissipating surface waves to protect floating or fixed structures comprises a floatable carpet formed of floating motor vehicle tires which are horizontally disposed and arranged in rows. Flexible spacers interconnect the tires in such a manner that the floating carpet provides a structure that is stiff in the horizontal direction and flexible in the vertical direction. The individual tires assume zig-zag inclinations to the portions for interconnecting the tires in the upper and lower areas thereof, and inflatable supporting hoses extending between adjacent tires in the areas between the upper and lower spacers.

Abstract: A floating wave dissipation structure comprising tandem connected floating bodies separated by one or more rigid rods having a pivotally securing mechanism at the connection near the bottom of the body side wherein the structure is floated on the sea so that the tandem connected floating bodies are arranged along the direction of the waves. The length of the body in the direction of travel of the waves is selected so that the wavelength divided by the body length is between 2 and 10 with 2 to 7 providing transmission rates of 50% and below. Advantageously, the structure effectively dissipates waves of short, imtermediate and long wavelengths.

Abstract: An assembly for damping sea waves that constitutes a floating breakwater for protecting a sea wall. A plurality of vertical pilings extend into the sea bed and are spaced apart from each other and extend parallel to the sea wall. Automobile tires are positioned about the pilings and are supported by a platform made of struts on opposite sides of the pilings that extend parallel to the sea wall, with transverse stringers maintaining the struts in parallel and spaced relationship and also free to move vertically with respect to the pilings. The combined buoyancy of the tires and platform is such that the top surfaces of the tires are positioned substantially at the surface of the sea. A support beam structure is attached to the pilings generally along the tops thereof and interconnects the pilings, together with rigid tieback members that connect the pilings to the sea wall, all to aid in maintaining the pilings in vertical and spaced-apart relationship.

Abstract: A series of modules for initiating the creation of a sandbar to halt the erosion of a beach along a body of water. Each module has a heavy concrete base, formed in a ring with a central vertical aperture, which is placed beneath the water near the shore. A series of boards which extend parallel to the shore line are maintained one above the other by a pair of attached flexible belts each of which is also attached to the base at either end. The boards, bound by the belts, form a web which is permitted to drop downwardly during water flow toward the shore line. During water flow from the shore line, the web of spaced boards rises upwardly to form a pocket which is held in a slightly curved position by the belts. The apertured board arrangement retards the water flow sufficiently to cause the deposit of sand onto and adjacent to the base of the module. When arrayed in a row, generally paralleling the shore line, the modules serve in time to create a sandbar and eventually become fully buried.

Abstract: A floating breakwater has two closed buoyant cylindrical members spaced laterally from each other and joined together in their spaced positions by longitudinally spaced flexible and inextensible strips such as rubberized fabric. Closed elongated tubular members are mounted on the cylindrical members where they will be above water. The breakwater is anchored to the bottom of the waterway by chains or the like and conventional anchors.

Abstract: A breakwater pier apparatus is disclosed in the preferred and illustrated embodiments. The two embodiments utilize a framework floated in the water by buoyant tanks therein, the apparatus including a rearwardly sloping wave energy absorbing wall adapted to float partly underwater and partly above the surface of the water and facing the direction of the wave action, this wave energy absorbing wall being slotted to intercept part of the wave action to create a force tending to hold the breakwater in vertical position. The framework includes an upright wall which also floats partly out of the water. Appended to the wall is a set of floating stub piers for individual boat anchorages. The apparatus is tethered or guided on an upstanding piling.

Abstract: A floating-type anti-oil, anti-impact and anti-wave barrier includes means for intercepting a flow of oil floating on the water and diverting the oil in directions at right angles to the original direction of flow, means for mitigating an impact force exerted by a ship or the like, and means for intercepting waves. The barrier comprises a first float formed by serially arranging at regular intervals a plurality of elongated floating boxes in their longitudinal direction, a second float formed exactly in the same manner as the first float and disposed parallel to the first float with opposed side surfaces of the floating boxes forming the first and second floats being located at staggered positions relative to each other. Floatable spacers having shock-absorbing and intercepting functions are interposed between such opposed side surfaces of the floating boxes in the first and second floats chains or ropes moor the respective floating boxes to each other.

Abstract: A floating breakwater made up of an array of interlocking annular buoyant members of noncorrosive material and including a method of splicing scrap vehicle tires using only tire material or other nondeteriorating material to construct said array of interlocking tires.

Abstract: An interconnecting device for use with a plurality of spaced floating breakwater columns comprising a plurality of spaced spherical elements wherein each element is encompassed by a pair of flanged hemispherical plate members. A hollow rubber spherical member is secured to the interior surface of the hemispherical plate members and abuttingly engages the spherical element. A pair of plate members interconnect the flanged hemispherical plate members to provide an integral assembly unit with the rubber element providing resiliency. Each spherical element has an outwardly projecting hub that is flanged to permit its attachment to the breakwater columns.