A cooling apparatus for an underwater platform comprising: an evaporator block fabricated from a thermally conductive material and having a first surface that is shaped so as to releasably mate to an exterior surface contour of the underwater platform; a heat pipe having a working fluid sealed therein, wherein the heat pipe has a first end and a second end, and wherein the first end is in thermal communication with the evaporator block; a condenser block in thermal communication with the second end of the heat pipe; and a plurality of spring clamps mounted to the evaporator block and configured to bias the first surface of the evaporator block against the exterior surface of the underwater platform such that heat from the exterior surface of the underwater platform is transferred to the ambient water via the evaporator block, heat pipe, and condenser block.

An autonomous deployment system for deploying systems and a method of deploying a seafloor device. The autonomous deployment system includes a release unit, a support frame, a plurality of mats, a hose, a plurality of weighted bands, a gas supply, a waterproof housing, and a timer. The method of deploying a seafloor device includes spooling a plurality of mats in a rolled-up position, each of said plurality of mats comprising a hose, wherein each mat is adjacent to a support frame, submerging the seafloor device in a body of water, releasing the seafloor device from a vessel via a release unit, supplying gas to each hose of the plurality of mats, unfurling each of the plurality of mats from the support frame, sinking the seafloor device to lay on the seafloor. The invention may also include a microbial fuel cell and support weights.

A sea-cross high-speed tunnel structure suspended in water includes a pipe body capable of suspending in water. The pipe body is formed by fixedly connecting a plurality of pipe sections. A reinforced concrete horizontal partition plate for dividing each pipe section to form an upper chamber and a lower chamber is fixed in each pipe section. Two closed tunnels arranged along a length direction of the pipe body are disposed in the upper chamber. Reinforced concrete fin plates are symmetrically disposed in a horizontal direction outside the pipe sections. A steel closed tunnel shell fixed to the reinforced concrete horizontal partition plate is disposed in the upper chamber. A rail bed is disposed in the steel closed tunnel shell. Electromagnetic regulating devices disposed transversely are fixedly connected between both sides of the rail bed and the steel closed tunnel shell.

The subject matter relates to a method and an apparatus for vibrating-in a foundation into a building ground by initiating vibrations generated by means of a vibrating device attached to the foundation, the vibrations causing liquefaction of the building ground so that the foundation penetrates the building ground.

A submersible data center (180, 180a, 180b) configured in a water-tight capsule for deployment in a body of water. The data center capsules (180, 180a, 180b) are mounted on a submersible platform (110) of an elevator apparatus (100, 100a), which is equipped with a support leg (130a) or support legs (130) and winches (132) are located near a top of the support leg or each of the support legs. The data center capsules (180, 180a, 180b) can be submerged underwater for operation or be winched up above the water for retrieval/maintenance. A first-time deployment of the support leg(s) (130, 130a) is provided by leg-lowering winches (112) located on the submersible platform (110). Heat exchangers (190) or chillers (190a) are used, or a centralized chiller (190b) is used, to dissipate heat energy from inside the data center capsules (180, 180a, 180b) to the surrounding water. Accompanying methods of operations are also described.

A greenhouse for underwater cultivation of terrestrial plant species comprising a dome (2) suitable for being filled with air in an underwater environment, provided with an aperture (21) for lower access and made of a material that is impermeable to water and permeable to light, such dome comprising means for restraining to the sea floor, and means for adjusting the level of water/air in the dome itself which must ensure that plant species cultivated in the greenhouse always reside above such level.

Inside such dome a system for the automatic irrigation of the cultivated plants is present comprising a tubular structure (3) on which a plurality of mutually spaced holes (31) is provided, inside which supports are placed for housing and cultivating plant species, irrigation water flowing inside such tubular structure and irrigating such supports in order to achieve a hydroponic culture.

The present invention relates to an offshore non-driven-in large-diameter monopile foundation structure and a construction method. An object of the invention is to provide an offshore non-driven-in large-diameter monopile foundation structure with simple structure, convenient construction and clear mechanic behavior, and a construction method. The technical solution adopted by the invention is as follows: an offshore non-driven-in large-diameter monopile foundation structure suitable for rock foundations is characterized in that a drilling hole is drilled in a rock foundation, a large-diameter monopile is implanted into the drilling hole, the bottom of the large-diameter monopile is sealed by underwater bottom-sealing concrete, and the gap between the outer wall of the large-diameter monopile and the hole wall of the drilling hole is filled with a grouting material goofed by a grouting system that is preset inside the large-diameter monopile. The invention is applied to offshore wind power and other industries.

The present invention relates to a method for lowering a subsea structure to be installed on the seabed into the water through the splash zone, said subsea structure comprising subsea equipment arranged on a substantially flat support base for preventing the subsea equipment to sink into the seabed. The method according to the invention comprises: lifting the subsea structure into the air in a horizontal position in which the flat support base extends substantially parallel to the horizontal plane; tilting the subsea structure while suspended in the air from the horizontal position into a tilted position in which the flat support base is angled with respect to the horizontal plane; lowering the subsea structure into the water through the splash zone in the tilted position; and tilting the subsea structure while suspended in the water below the splash zone back into the horizontal position.

A protective subsea housing for protecting an equipment space enclosed by the housing has an access opening in a wall of the housing for providing access to the equipment space by an unmanned underwater vehicle (UUV). The housing has a closure that is movable by translation, or by rotation relative to an axis transverse to or extending through the wall, to open and close the access opening, and an operating member, such as a rotary coupling, that is positioned outside the equipment space and is engageable and movable by the UUV to move the closure.

The present invention relates to an offshore non-driven-in large-diameter monopile foundation structure and a construction method. An object of the invention is to provide an offshore non-driven-in large-diameter monopile foundation structure with simple structure, convenient construction and clear mechanic behavior, and a construction method. The technical solution adopted by the invention is as follows: an offshore non-driven-in large-diameter monopile foundation structure suitable for rock foundations is characterized in that a drilling hole is drilled in a rock foundation, a large-diameter monopile is implanted into the drilling hole, the bottom of the large-diameter monopile is sealed by underwater bottom-sealing concrete, and the gap between the outer wall of the large-diameter monopile and the hole wall of the drilling hole is filled with a grouting material goofed by a grouting system that is preset inside the large-diameter monopile. The invention is applied to offshore wind power and other industries.