Abstract: A sacrificial impact-absorbing and energy-dissipating structure for protecting marine facilities from the destructive force of an accidental impact by a marine vessel is constructed from a plurality of inexpensive steel pipes or tubular members that are permanently secured together as by welding to form an open three-dimensional rectilinear framework of plastically deformable material in which the interior of some or all of the tubular members are in fluid communication. One or more of the tubular members forming the structure can be filled with water, a rigid foam material and/or wooden elements that will provide additional energy-dissipation capabilities in the event that the containing tube is subjected to a deforming impact. Optionally, filler ports, discharge ports, pressure relief plugs, and valves can be provided on one or more of the tubular members.

Abstract: There is provided a buoyancy system for a structure having at least one component being substantially stationary with respect to the bottom of a water covered area. The system comprises a set of buoyancy modules of engineered materials to apply an identified amount of buoyancy. The set of buoyancy modules is attached to the structure at a set of buoyancy load transfer locations. The set of buoyancy modules comprises layers of the engineered materials. The engineered materials comprise a substantially reinforced axial layer, a substantially reinforced hoop layer; and a leak prevention layer.

Abstract: A retractable strake is disclosed that includes an assembly of flexible finger elements or flexible faces. The assembly, when coupled to a structure, deflect at wind speeds greater than approximately twenty mph or wind pressures greater than approximately one psf. Accordingly, the strakes' retractable or flexing feature does not contribute to the wind load when the wind load is overly severe, while providing vortex shedding benefits within a wind speed profile range.

Abstract: A product for the treatment of an area of an article residing underwater. The product is constituted by a plurality of shapes formed from copper or a copper nickel alloy and a carrier film. The product is adapted in use to be secured to the area of the article residing underwater such that the shapes contact or substantially contact each other. The shapes can be releasably secured to the carrier film or permanently secured to the carrier film. Suitable methods of applying the product to the area of the article are also disclosed.

Abstract: A marine habitat enhancement system is provided that in one embodiment is configured for attachment to existing pilings and in another embodiment is a stand-alone system anchored to the soil. The system includes a housing formed of a plurality of panels configured for attachment together to surround either a piling or a marine habitat. Compartments on the exterior of the housing can be used to promote the growth of plants and other marine aquaculture. A cap is provided for use with stand-alone pilings to prevent contaminated water and material from escaping outside the sleeve formed by the plurality of panels.

Abstract: A riser support system for use in a body of water comprises a buoyant and ballastable support structure and a plurality of substantially vertical and rigid risers each of which is attached to the inside of the support structure at a location below the center of buoyancy of the support structure and below the surface of the body of water. Usually, each riser passes through the inside of a single tube in the support structure. Typically, the riser support system is used to support a plurality of risers and their surface wellheads inside the hull of an offshore platform, usually in such a manner that the axial movement of the risers and support structure is independent of the axially movement of the hull. By attaching the risers at a location below the center of buoyancy of the riser support structure, riser load adds to instead of decreases inherent stability and therefore the structural payload efficiency of the overall floating platform is improved.

Abstract: An apparatus and method for protecting a piling and protecting items that would impact the piling includes a plastic sheet of substantial durability and fluid impermeability having flexibility to be wrapped around a piling and be in close conformance with its exterior surface. Mounting hardware would affix the wrap to the piling at various places along the overlapping portions of the wrap.

Abstract: A cylindrical buoyancy unit is composed of separate sections which are held together to surround a marine object such as a riser or pipe with additional conduits. The sections combine to define an internal cavity which is shaped to conform with the marine object. Each unit section is a thermosetting resin composite with a bulk interior of syntactic foam and an outer layer of different characteristics and an intermediate reinforcement layer. The intermediate layer is disposed close to the outer layer and is mechanically embedded but not tightly bonded into the structure. The intermediate layer is made as a mesh of high strength polymer fibers.

Abstract: Apparatus for suppressing vortex induced vibrations on a marine element of a riser system wherein the riser system comprises at least one umbilical element. Systems comprising and methods of using said apparatus to suppress vortex induced vibrations. The apparatus, systems, and methods comprise module elements which provide: i) a surface around a marine element for installing VIV suppression devices; and ii) passages for housing the at least one umbilical element.

Abstract: A plastic jacket that is used for repairing underwater or on ground support piles that have corroded by the wave action at the water line, by a tidal zone or natural salty air corrosion, respectively. The jacket consists of a cylindrical wall having annular corrugations on its exterior surface. The cylindrical wall has a longitudinal cut along its length to exhibit two opposing edges. A seal is placed between the opposing edges. Opposite from the longitudinal cut there is a V-shaped through the corrugations to the cylindrical wall to create a living hinge in the plastic material of the wall. Banding is provided to pull the opposing edges into a tight relationship and trapping the seal there between. The V-shaped cuts enable the jacket to be opened and placed around a damaged pile in spite of the corrugations which prevent such an opening. It is preferred that the material of the jacket be made of a transparent material.

Abstract: A motion reduced floating structure includes a main hull structure and a wave damping structure connected with the main hull structure. The wave damping structure may include a back board, a lower horizontal board and vertical members. The back board is connected with the main hull structure, and the lower horizontal board is connected with a lower portion of the back board to extend in a horizontal direction and is under a seawater surface in case of mooring. The vertical members are connected with the lower horizontal board and the back board. A vertical direction hole is provided for the lower horizontal board.

Abstract: A method for inhibiting the pollution of a harbor having an entrance interfacing a moving body of water in which jet streams of water are generated near the surface. The jet streams of water displacing the surface water and the floating debris away from the harbor's entrance significantly reducing the collection of debris in the harbor.

Abstract: A retractable radome strake is disclosed that includes an assembly of finger elements. The assembly of finger elements, when coupled to a radome, deflect at wind speeds greater than approximately twenty mph or wind pressures greater than approximately one psf. Accordingly, the retractable radome strake does not unnecessarily contribute to the wind load of a radome enclosed antenna structure when the strakes are not needed.

Abstract: A retractable radome strake is provided that includes an assembly of finger elements. The assembly of finger elements, when coupled to a radome, deflect at wind speeds greater than approximately twenty mph or wind pressures greater than approximately one psf. Accordingly, the retractable radome strake does not unnecessarily contribute to the wind load of a radome enclosed antenna structure when the strakes are not needed.

Abstract: A protective element for a riser segment, comprising an elongated buffer body, at least one foot connected with the buffer body, the at least one foot being provided with an engagement part arranged to engage on a main pipe of a riser segment, the distance between the engagement part of the foot and the buffer body being such that in mounted condition the part of the buffer body located farthest from the main pipe is located farther from the main pipe than auxiliary pipe elements arranged on the main pipe.

Abstract: A floating offshore platform configuration is provided, which decouples pitch, roll, and heave motions from acting on tensioned risers and accommodates the angular displacement induced by floating offshore platform surge and/or sway excursion without inducing bending in the riser at its entrance to the floating offshore platform. The risers are guided by an inner structure that is tethered from the sea floor and centered inside an outer hull structure. Outer hull structure heave, pitch and roll motions are substantially isolated from acting on the inner structure through a connection mechanism, and each riser is allowed to individually expand or contract.

Abstract: Apparatus for controlling drag and vortex-induced vibration exerted onto a substantially cylindrical element of a fixed position subjected to a fluid flowing environment. Apparatus of the invention comprise a sleeve comprising an ultra-smooth surface. Methods for installing such apparatus onto cylindrical elements, and systems for controlling drag and vortex-induced vibrations in which a substantially cylindrical marine element has an ultra-smooth effective surface.

Abstract: A dock or pier assembly is constructed of a series of substantially identical dock modules. The dock modules are preferably rectangular in shape, and a post and bracket support arrangement is provided at each corner of each dock module for supporting the dock modules above a body of water. Each dock module includes a frame assembly, constructed of a series of metal frame members welded together to define a rigid frame. A series of deck members are mounted to the frame, and may be in the form of extruded plastic deck members. Each side frame member includes an upper flange to which a connector strip is secured, and the connector strip defines engagement structure for mounting the deck members to the side frame members. Each frame member of the frame assembly further includes a vertical web and a lower flange. A bumper or cover member is secured to the vertical web of each frame member, for providing a finished appearance and for protecting the web and lower flange when in use.

Abstract: A vortex induced vibration suppressor and method is disclosed. The apparatus includes a body that is a flexible member of a polymeric (eg. polyurethane) construction. A plurality of helical vanes on the body extend longitudinally along and helically about the body. A longitudinal slot enables the body to be spread apart for placing the body upon a riser, pipe or pipeline. Adhesive and/or bolted connections optionally enable the body to be secured to the pipe, pipeline or riser.

Abstract: Apparatus and methods for environments subject to vortex induced vibration. The system includes a shroud having a number of perforations, with the shroud encircling the flowing-fluid element less than 100%. The system further includes a separation member for attaching the shroud to the flowing-fluid element.

Abstract: An underwater cladding (10) for an elongate member such as a pipe, has a substantially cylindrical outer surface with a plurality of depressions (18) therein. The provision of depressions in an otherwise cylindrical outer surface of a cladding interrupts or reduces vortex induced vibrations and the absence of projections facilitates use with conventional pipe-laying equipment.

Abstract: A load reduction device is mounted on a piling to reduce flow-drag created by fluid flowing on and past the piling. Upper and lower collars engage the piling to support and guide a bi-directionally tapered hydrodynamic foil having a tapered leading vane portion and tapered trailing vane portion extending between the collars. The bi-directionally tapered hydrodynamic foil is rotatably supported in the collars to permit its rotation about the longitudinal axis of the piling. The tapered trailing vane portion has an extended tapered shape to orient the leading edge of the tapered leading vane portion into the direction of flowing fluid and reduce hydrodynamic drag on the piling. Load reduction devices of this invention can reduce the loads on pilings attributed to flowing water by at least two hundred percent for a given set of hydrodynamic flow conditions.

Abstract: The use of fluid passages for structures in fluid environments such as offshore platform risers or spars to reduce and/or control vortex-induced vibrations and drag is disclosed. The use of fluid passages to protect a moored marine vessel by reducing and/or controlling low frequency drift oscillations due to random waves, and low frequency wind induced resonant oscillations is also disclosed.

Abstract: A structural element comprises an elongate body having a longitudinal axis extending along the wavy path. The body is coupled to a support on at least one end. At least a portion of the body extends through an area of fluid flow such that a plane containing the wavy path lies substantially parallel to the direction of flow. In one embodiment, the longitudinal axis extends along a substantially sinusoidal path. Also disclosed is a method of reducing drag on and suppressing vortex induced vibrations in an elongate body disposed in an area of directional fluid flow, comprising the steps of coupling at least one end of the body to a support, forming a longitudinal axis of the body along a wavy path, and orienting the body such that the wavy longitudinal path lies in a plane substantially parallel to the direction of fluid flow.

Abstract: The motion reduction apparatus improves the safety of operation of a floating body floating on water by reliably reducing motion of the floating body, and has an orthorhombic shaped floating main body (11), a plumb plate supported vertically on one side section of the floating main body by means of stay members (13), and flow sections (15) for flooding with incoming water are provided between the floating main body and the plumb plate in such a way that an upper end section of the plumb plate is at about the same height as the bottom surface of the floating main body.

Abstract: An air-can riser tensioning device for use in the production of oil and gas at offshore locations includes at least one air-can used to place a vertical force on the riser. The air-can includes an open port that extends into the water toward the sea floor to a depth sufficient to prevent water from entering or air from leaving the air-can during its upward and downward vertical movements while in use. A manufacturing method includes fabricating the air-cans out of one material and fabricating the open port out of another material, and in particular making the open port from a material that is more corrosion resistant than the material the air-can is fabricated from. The manufacturing method further includes fabricating a passage in one soft tank for fluid communication with a second soft tank, and connecting the second soft tank with the passage.

Abstract: A fender for absorbing the impact of a vessel is provided, which is formed of rubber and fixed to a fixing surface of a dock and adapted to have an impact receiving plate secured to a distal end of a body of the fender. The fender comprises a first bumper member having an elongated hollow cylindrical body of a constant outside diameter and affixed to the impact receiving plate at one end, and a second bumper member connected at one end to an opposite end of the cylindrical body of the first bumper member. The second bumper member at the opposite end thereof is fixed to the fixing surface at a portion having a hollow conical body with its distal end being greater in outside diameter than its closest end, and the second bumper member buckling radially outwardly upon receiving a compressive force from the vessel thereby absorbing the impact of the vessel; and a shoulder formed along an outer periphery of a connection portion between the first and second bumper members.

Abstract: The present invention relates to a method and to a system for limiting vortex-induced vibrations on a riser suspended at one end from a support and subjected to substantially transverse fluid flows. The system comprises suspension means (10) for hanging the riser from the support, which include displacement means for moving the end in a transverse direction in relation to the principal axis of the riser.

Abstract: A shell for providing impact protection to a marine drilling riser, the shell comprising a body having at least one hollow chamber defined by inner and outer faces of the shell, the body being provided with a plurality of holes allowing flooding of the chamber.

Abstract: A partial helical strake system and method for suppressing vortex-induced-vibration of a substantially cylindrical marine element, the strake system having a base connected to the cylindrical marine element and an array of helical strakes projecting from the base for about half or less of the circumference of the cylindrical marine element.

Abstract: Sheathing members surround the pile and are clamped to it by bolts inserted through flange members or portions outside the piles, which clamp the sheathing members against the pile above and below a deteriorated section of a pile and which bridge the deteriorated section of a pile. An embodiment designed for H-piles includes two channel members and one is placed in each channel of the portion of the H-pile to be repaired. A locking bar member is placed along a longitudinal edge of the H-pile and is clamped to the H-pile and the corresponding outwardly projecting flange portion of the channel patch member by nuts and bolts.

Abstract: Discharge of fluid into or suction of fluid from the boundary region around such structures as offshore marine elements and moored marine vessels to reduce fluid current induced stress to marine elements and low frequency oscillations of moored vessels due to waves and wind striking the vessel is disclosed.

Abstract: A cylindrical buoyancy unit is composed of separate sections which are held together to surround a marine object such as a riser or pipe with additional conduits. The sections combine to define an internal cavity which is shaped to conform with the marine object. Each unit section is a thermosetting resin composite with a bulk interior of syntactic foam and an outer layer of different characteristics and an intermediate reinforcement layer. The intermediate layer is disposed close to the outer layer and is mechanically embedded but not tightly bonded into the structure. The intermediate layer is made as a mesh of high strength polymer fibres.

Abstract: An energy-absorbing “smart” bumper system features a variably controllable valve which is responsive to impact conditions. The initially closed valve opens upon maximization of the pressure reading upon the bumper, and maintains the same open setting (in other words, the same valve area) during such period of pressure maximization. During the succeeding period of pressure declination from maximum, the valve undergoes ongoing adjustment of its open setting (in other words, ongoing adjustment of its valve area) so that the reaction force of the bumper remains constant. The valve closes (in other words, the valve area becomes zero) when the pressure falls abruptly toward zero (an occurrence which correlates with a similar plummet in reaction force, as well as with near or approximate motionlessness of the impacting body), thereby avoiding or curtailing an unwanted rebound effect.

Abstract: A method and apparatus for structurally reinforcing a tubular member, or an assembly of tubular members in a marine environment is provided. The assembly includes a smaller diameter inner flow casing and a larger diameter outer conductor pipe, providing an annulus in between the flow casing and the conductor pipe. The method first dewaters the annulus places a plurality of lug anchor points in the annulus, in between the smaller diameter flow casing and the larger diameter conductor pipe. A volume of a first grout product is then pumped into the annulus at a selected lower elevational position. A volume of a second grout product is then pumped into the annulus at a position above the first grout product. A jacket is placed around the larger diameter conductor pipe, the jacket preferably being of variable diameter sections so that a larger upper section can receive a reinforcement cage. A reinforcement cage can be placed in between the larger diameter conductor pipe and the jacket.

Abstract: Components of a flexible fairing shroud are attached adjacent their leading edges to bushings through which the fairing shroud is angularly displaced about a protectively surrounded structure exposed to a fluid medium. Inflow of the fluid medium is thereby accommodated in a direction resulting in inflation of the fairing shroud to a desired streamline shape established and maintained between leading and trailing edges during flow of the fluid medium to substantially reduce vibrations otherwise induced by such flow.

Abstract: A containment/exclusion boom including a support system which can be positioned in a body of water, a curtain made of a flexible fabric that allows movement of water therethrough, the curtain being connected to the support system, and a bird deterring device connected to either the support system or the curtain, the bird deterring device being effective to deter birds from perching on the containment/exclusion boom. Also disclosed is a method of using the containment/exclusion boom to isolate an area in a body of water.

Abstract: A motion reduced floating structure includes a main hull structure and a wave damping structure connected with the main hull structure. The wave damping structure may include a back board, a lower horizontal board and vertical members. The back board is connected with the main hull structure, and the lower horizontal board is connected with a lower portion of the back board to extend in a horizontal direction and is under a seawater surface in case of mooring. The vertical members are connected with the lower horizontal board and the back board. A vertical direction hole is provided for the lower horizontal board.

Abstract: A strake receptor (24) for a pipe deployed from an off-shore lay vessel comprises a formation (27) for engagement with the strake (29) and for deployment on the pipe when the pipe is received in pipe handling equipment located on the vessel. A removable dust cover protects the channel (25) until the strake (29) is received in the channel (25).

Abstract: A portable piling extender apparatus includes a piling attachment unit which includes a piling fence portion. A manually operable strap assembly is connected to the piling fence portion. A riser fence unit is provided, and connector tubes connect the riser fence unit to the piling fence portion. Alignment locks lock the riser fence unit to the piling fence portion. Preferably, the piling fence portion includes a pair of piling fence tubes, and a pair of first transverse struts are connected between the piling fence tubes. The riser fence unit includes riser fence tubes, and second transverse struts are connected between the riser fence tubes. The front faces of the piling fence tubes and the front faces of the riser fence tubes are substantially coplanar when the riser fence tubes are connected to the piling fence tubes.

Abstract: Apparatus are disclosed for controlling drag and vortex-induced vibration exerted onto a substantially cylindrical element of a fixed position subjected to a fluid flowing environment. Apparatus of the invention comprise a sleeve comprising an ultra-smooth surface. Methods for installing such apparatus onto cylindrical elements, and systems for controlling drag and vortex-induced vibrations in which a substantially cylindrical marine element has an ultra-smooth effective surface are also disclosed.

Abstract: A cathodic protection system for offshore structures includes an elongated electrode carrier, such as a pipe, with a plurality of sacrificial anodes attached, that is placed on the ocean floor and electrically connected to the structures to be protected. The system is particularly useful for retrofitting cathodic protection systems for offshore structures that have exceeded their expected life.

Abstract: A drilling unit comprises a floating drilling rig, a subsea wellhead, and a riser connecting the subsea drilling rig with the subsea wellhead. A floatation collar encircles the riser so as to reduce deck load on the floating drilling rig. The floatation collar comprises a hollow fabric body filled with gas. The floatation collar has a longitudinal axia and is formed from a sidewall body having a longitudinally extending slit extending through the sidewall body. The slit enables the floatation collar to be transversely mounted onto the marine riser.

Abstract: The present invention is a method and kit for repairing a construction component that has a damaged portion. First, the damaged portion is removed from the construction component. Next, a durable portion is provided that is preferably a cellulosic/polymer composite material which is moisture, decay, and insect resistant. The durable portion preferably has about the same shape as the damaged portion. The durable portion is then connected to the construction component to replace the damaged portion. The materials for repairing the construction component may be provided in a single kit.

Abstract: The invention relates to a plastic jacket that is used for repairing underwater or on ground support piles that have been corroded by the wave action at the waterline, by a tidal zone or natural salty air corrosion, respectively. The jacket consists of a cylindrical wall having annular corrugations on its exterior surface. The cylindrical wall has a longitudinal cut along its length to exhibit two opposing edges. A seal is placed between the opposing edges. Opposite from the longitudinal cut there is a V-shaped cut through the corrugations to the cylindrical wall to create a living hinge in the plastic material of the wall. Banding is provided to pull the opposing edges into a tight relationship and trapping the seal there between. The V-shaped cuts enable the jacket to be opened and placed around a damaged pile in spite of the corrugations which would prevent such an opening. It is preferred that the material of the jacket be made of an opaque material.

Abstract: A tubing handling for subsea oilfield tubing operations, includes an isolation tube to mechanically and/or chemically protect the drill string and improved passage of the drill string and fluid return line to the drilling vessel that further protects them during drilling use. In addition, the improvements include an automatic safety apparatus to hold against unintended movement of the tubular members under extreme length and weight conditions as well as against human error at the rig. Further, the invention includes multi-segment coiled tubing drill strings that can be adapted to drilling requirements in a deep wellbore.

Abstract: An apparatus for rapid venting of the compressed air and deballasting of a buoyant air tank in a positively buoyant riser system in the event of a premature drive off or a riser section parting is shown. The buoyancy tank or housing includes an annularly shaped flange positioned on its upper end and retained by explosive bolts. The inner circumference of the flange is sealed to the riser section supported by the buoyancy housing. A sensing means, activated by a parting of the riser, actuates the explosive bolts to release the annularly shaped flange and flood the buoyancy housing while restraining lines limit movement of the buoyancy housing with respect to the riser section.

Abstract: A system for use in petroleum production at sea includes a guide frame for one or more riser pipes, on a semisubmersible production vessel. One or more main buoyancy member are arranged separately on at least one riser to carry the main part of the riser's weight. Each riser separately carries a Christmas tree on its top, near a main deck of the vessel. The guide frame comprises vertical main elements extending vertically downwards from the deck, through the splash zone and through the upper, more wave- and current-influenced zone of the sea. The guide frame also includes horizontal guide plates comprising vertically open cells formed of a horizontally arranged framework of beams. Lateral stabilization devices guide the risers' and the main buoyancy members' vertical movement relative to the vessel and restrict horizontal movement of the risers with respect to the guide frame. The guide plates are arranged in at least two levels on the guide frame.

Abstract: An offshore structure which is resistant to wave, earthquake and ice loads and can be quickly installed and abandoned in response to changing environmental conditions includes a caisson having an upper section and a lower foundation section which are separated by a structural diaphragm. When installed, the lower foundation section extends downwardly a distance from the seafloor to provide sufficient lateral and vertical soil resistance to resist lateral and vertical loads on the structure. The upper section is adapted to support a deck structure. The structural diaphragm is adapted to rest on the seafloor when an offshore structure has been fully installed to enhance the lateral and vertical load carrying capacity of the offshore structure. During installation, the structural diaphragm and a pump are used to form suction in the lower foundation section, thus enhancing the penetration of the lower foundation section into the seafloor.

Abstract: A pylon servicing apparatus comprising a carriage (11) having a first drive mechanism (17) provided on the carriage (11), the first drive mechanism (17) being adapted to engage the pylon (10) to enable the carriage (11) to be moved longitudinally along the pylon (10), the carriage (11) supporting a housing defining a space, the housing having two opposed end walls and at least one side wall extending between the end faces, the end faces having inner edges (30) being configured to be receivable about the pylon (10), the housing being divided axially into at least two portions (13) which are pivotally interconnected to be movable between a closed position defining the space and an open position, a second drive mechanism (16) provided between the portions (13) to enable the movement between the open, and closed position, wherein when the portions (13) are in the closed position they can cooperate with the pylon (10) to form an annular space surrounding the portion of the length of the pylon located between the e