The present disclosure relates in general to floating wind turbines and more specifically to shallow-draft floats designed to provide intact stability of a floating structure.
A wind turbine is a rotating machine that converts kinetic energy from wind into mechanical energy that is converted to electricity. Utility-scale, horizontal-axis wind turbines have horizontal shafts that are commonly pointed into the wind by a shaft and generator assembly within a nacelle, at the top of a tower that is yawed relative to the tower in order to align the rotor with the wind. The nacelle commonly houses a direct drive generator or a transmission and generator combination.
Offshore turbines are large, heavily loaded structures that incorporate complex electro-mechanical systems. They require maintenance similar to that of a ship and incur fatigue, corrosion and mechanical and electrical wear.
The state of the art includes offshore wind turbines that rest on the ocean bottom and are neither designed nor intended to be moved. In waters shallower than 60m, wind turbines used for offshore applications commonly include single-tower systems mounted to the sea bed. Small-part maintenance requires transferring crew from a boat to the turbine during calm seas, then having the technicians climb to a great height with equipment and supplies. Any large-part maintenance requires a crane ship to lift and lower large parts during calm seas only.
Wind turbines used for offshore applications commonly include single-tower systems mounted to the sea bed. Some float, using shallow submersible or semi-submersible platforms employing spars or spar buoys, tension legs, or a large-area barge-type construction. Offshore turbines are usually connected to a local power grid. Produced electrical energy is transferred and conditioned by grid structures.
Spars are ballasted, elongate structures that float at the water line, placing the center of gravity lower than the center of buoyancy. A spar is moored to the sea floor.
Tension-leg platforms are permanently moored by tethers or tendons grouped at each of the structure's corners. A group of tethers is referred to as a tension leg. The design provides relatively high axial stiffness such that virtually all vertical motion of the platform is eliminated.
A large-area barge or “buoyancy-stabilized platform” is a heavy floating structure, moored to the sea bed, supporting a vertical axis turbine. Jack-up barges, similar to oil and gas platforms, are used as a base for servicing other structures such as offshore wind turbines. The state of the art emphasizes platforms that are immobilized against wave disturbance by mass, mooring, ballast and the like.
Floating turbines are maintained by crane ships and visiting crews. A crane ship in shallow water can self-stabilize by extending support legs to the sea floor, but those in deep water must rely on great size to mitigate wave motion. While floating turbines might be disconnected and towed to shore for easier maintenance, this is rarely done because towing is extremely slow and because detaching and reconnecting the mooring and electricity-export connections require labor-intensive effort.
A floating turbine with shallow drafts is light enough to be towed, yet moves more in waves than turbines designed with deep draft that are not designed to be towed. In a turbine with shallow draft, the rotor shaft and bearing assembly must be relatively stronger than those in deep-draft designs. Increasing the motion-tolerance of the rotor is less complicated and less costly than curtailing rotor motion. For this reason a shallow-draft design is economically and technically desirable, providing the floats can meet mandatory floating-structure requirements.
Floating structures are governed by International Maritime Organization rules, one of which is called “Intact Stability requirement.” In testing to meet this requirement, a structure is tipped (in computer simulation) to angles up to 30 degrees, and the tendency to return upright (the restoring moment) is calculated for each angle. Restoring moment divided by system weight is called moment arm or righting arm, and the curve of righting arm versus tip angle is subject to specific requirements. Two of these requirements are:
When tipped, a structure supported by widely separated shallow-draft floats will have either the high-side float rising out of the water, or the low-side float sinking into the water. Therefore a structure with a center of mass above the float plane, and floats spaced more than their width or height, would be unable to satisfy the intact-stability requirement. When a tip angle is imposed, floats on one side may leave the water. The maximum value of the righting arm occurs as soon as floats leave the water. This is commonly at a tip angle significantly less than 15° and in some cases close to 5°. Alternatively, when the angle of tip is increased, the floats on one side may sink. In this case the righting arm decreases as the tip angle increases; therefore the maximum righting arm occurs as soon as the float submerges, commonly at a tip angles well below 15°; in some cases as little as 5°.
To ensure that the angle of maximum righting arm exceeds 15°, there must be continued interaction with the water of the rising or submerging float. Floats should be designed taller than is needed to carry their intended weight, with a compact (low-cost) design.
A float is referred to in this disclosure as a portion of a floating platform that is lighter than water and provides flotation. In some embodiments a float is a hollow structure or ballast container designed to be at least partially beneath the surface of water and partially above it.
The term “textile” is an umbrella term that includes various fiber-based materials, including fibers, yarns, filaments, threads, different fabric types and the like.
The present disclosure relates to a shallow-draft float configured for use with a marine structure that is supported by relatively small, widely spaced floats and has its center of mass well above the water surface. In some embodiments the marine structure is a floating wind turbine. One skilled in the art understands that the term “marine structure” may refer to any offshore floating structure such as an oil and gas rig, moored vessels, or similar structures.
In an example embodiment, a float has a ballast container beneath the water surface that essentially increases the distance over which the ballast container's rising float interacts with the water when a tipping force is applied to the vessel. When a tipping force acts on the turbine structure, the floats' ballast container supplies a counterforce that keeps the turbine structure from tipping. When the ballast container emerges from the water, its relative weight increases, providing increased counterbalance as the tipping angle increases. In some embodiments the ballast container is stowed until needed.
In another embodiment an additional buoyant structure resides above the float, to add buoyancy when the float is submerged. In some embodiments the buoyant structure is a rigid form, and in other embodiments the structure is an inflatable form that may be deployed as needed or may be automatically triggered as the float is submerged.
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Number | Date | Country | |
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63381347 | Oct 2022 | US |