Classifications

• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/0017—Means for protecting offshore constructions
  • E02B17/0021—Means for protecting offshore constructions against ice-loads
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
  • E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B15/00—Supports for the drilling machine, e.g. derricks or masts
  • E21B15/02—Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B7/00—Special methods or apparatus for drilling
  • E21B7/008—Drilling ice or a formation covered by ice
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
  • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
  • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
  • B63B35/08—Ice-breakers or other vessels or floating structures for operation in ice-infested waters; Ice-breakers, or other vessels or floating structures having equipment specially adapted therefor
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0039—Methods for placing the offshore structure
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0056—Platforms with supporting legs
  • E02B2017/006—Platforms with supporting legs with lattice style supporting legs
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0056—Platforms with supporting legs
  • E02B2017/0073—Details of sea bottom engaging footing
  • E02B2017/0082—Spudcans, skirts or extended feet

Definitions

• This invention relates to mobile offshore drilling units, often called “jack-up” drilling units or rigs that are used in shallow water, typically less than 400 feet, for drilling for hydrocarbons.
• a jack-up or mobile offshore drilling unit can be used for about 45-90 days in the short, open-water summer season. Predicting when the drilling season starts and ends is a game of chance and many efforts are undertaken to determine when a jack-up may be safely towed to the drilling location and drilling may be started. Once started, there is considerable urgency to complete the well to avoid having to disconnect and retreat in the event of ice incursion. Even during the few weeks of open water, ice floes present a significant hazard to jack-up drilling rigs where the drilling rig is on location and legs of the jack-up drilling rig are exposed and quite vulnerable to damage.
• Jack-up rigs are mobile, self-elevating, offshore drilling and workover platforms equipped with legs that are arranged to be lowered to the sea floor and then to lift the hull out of the water.
• Jack-up rigs typically include the drilling and/or workover equipment, leg-jacking system, crew quarters, loading and unloading facilities, storage areas for bulk and liquid materials, helicopter landing deck and other related facilities and equipment.
• a jack-up rig is designed to be towed to the drilling site and jacked-up out of the water so that the wave action of the sea only impacts the legs which have a fairly small cross section and thus allows the wave action to pass by without imparting significant movement to the jack-up rig.
• the legs of a jack-up provide little defense against ice floe collisions and an ice floe of any notable size is capable of causing structural damage to one or more legs and/or pushing the rig off location. If this type of event were to happen before the drilling operations were suspended and the well was suitably secured, a hydrocarbon leak would possibly occur. This type of risk is completely unacceptable in the oil and gas industry, to the regulators and to the public.
• the invention more particularly relates to an ice worthy jack up rig for drilling for hydrocarbons in potential ice conditions in offshore areas including a flotation hull having a relatively flat deck at the upper portion thereof.
• the flotation hull further includes an ice bending shape along the lower portion thereof and extending around the periphery of the hull where the ice bending shape extends from an area of the hull near the level of the deck and extends downwardly near the bottom of the hull along with an ice deflecting portion extending around the perimeter of the bottom of the hull to direct ice around the hull and not under the hull.
• the rig includes at least three legs that are positioned within the perimeter of the bottom of the hull wherein the legs are arranged to be lifted up off the seafloor so that the rig may be towed through shallow water and also extend to the sea floor and extend further to lift the hull partially or fully out of the water.
• a jack up device is associated with each leg to both lift the leg from the sea bottom so that the ice worthy jack up rig may float by the buoyancy of the hull and push the legs down to the seafloor and push the hull partially up and out of the water when ice floes threaten the rig and fully out of the water when ice is not present.
• the invention further relates to a method for drilling wells in ice prone waters.
• the method includes providing a flotation hull having a relatively flat deck at the upper portion thereof and an ice bending shape along the lower portion thereof where the ice bending shape extends from an area of the hull near the level of the deck and extends downwardly near the bottom of the hull and an ice deflecting portion extending around the perimeter of the bottom of the hull to direct ice around the hull and not under the hull.
• At least three legs are positioned within the perimeter of the bottom of the hull.
• Each leg is jacked down in a manner that feet on the bottom of the legs engages the sea floor and lifts the hull up and fully out of the water when ice is not threatening the rig while the rig is drilling a well on a drill site.
• the hull is further lowered into the water into an ice defensive configuration so that the ice bending shape extends above and below the sea surface to bend ice that comes against the rig to cause the ice to submerge under the water and endure bending forces that break the ice where the ice flows past the rig.
• Figure 1 is an elevation view of a first embodiment of the present invention where the drilling rig is floating in the water and available to be towed to a well drilling site;
• Figure 2A is an elevation view of the first embodiment of the present invention where the drilling rig is jacked up out of the water for open water drilling through a moon pool;
• Figure 2B is an elevation view of the first embodiment of the present invention where the drilling rig is jacked up out of the water for conventional open water drilling with a cantilever derrick positioned to drill over the edge of the deck;
• Figure 3 is an elevation view of the first embodiment of the present invention where the drilling rig is partially lowered into the sea, but still supported by its legs, in a defensive configuration for drilling during potential ice conditions;
• Figure 4B is an enlarged fragmentary view of a second embodiment of the hull configuration
• Figure 4C is an enlarged fragmentary view of a third embodiment of the hull configuration
• Figure 4D is an enlarged fragmentary view of a fourth embodiment of the hull configuration
• Figure 6 is a top view of a fifth embodiment of the present invention.
• an ice worthy jack-up drilling rig is generally indicated by the arrow 10.
• jack-up drilling rig 10 is shown with its hull 20 floating in the sea and truss form legs 25 in a lifted arrangement where much of the length of the legs 25 extend above the deck 21 over the hull 20.
• the legs may have a triangular shape when viewed from above or a rectangular shape comprising long vertical posts at the corners and many cross members connected to the vertical posts to form a strong, relatively lightweight truss structure.
• a derrick 30 which is used to drill wells in the conventional manner.
• the conventional ancillary equipment for drilling wells on a drilling rig is not shown.
• the jack-up rig 10 may be towed from one prospect field to another and to and from shore bases for maintenance and other shore service.
• the legs 25 are lowered through the openings 27 in hull 20 until the feet 26 at the bottom ends of the legs 25 engage the seafloor 15 as shown in Figures 2A and 2B.
• the feet 26 are connected to spud cans 28 to secure the rig 10 to the seafloor.
• spud cans 28 to secure the rig 10 to the seafloor.
• well drilling operations may commence in the ordinary course while there is no ice in the area.
• the configuration in shown in Figure 2A is for drilling when there is the potential for ice while drilling.
• the configuration shown in Figure 2B is for drilling when ice is not expected to be a threat during the drilling operation. For example, when drilling a first well in open water, ice will be less of a threat then when starting to drill a well late in the operational time window.
• the sloped ice-bending surface 41 runs from shoulder 42, which is above the sea surface so therefore some considerable distance above the bottom of the hull 20 and near the perimeter of the deck 21, down to neckline 44.
• the neckline 44 is very near the bottom of the hull or perhaps below the bottom of the hull and spaced inwardly from the shoulder 42 entirely around the perimeter of the hull 20.
• Ice deflector 45 extends downward from neckline 44 either straight down or at some small angle from vertical. If the ice deflector 45 is to be angled from the vertical, it is preferably angled outwardly.
• the ice-bending surface slopes downwardly and inwardly from the shoulder 42. It slopes upwardly and outwardly from neckline 44.
• FIG. 4B a first alternative shape of the hull is shown with a slightly off vertical (-10°) ice deflector 145, wherein the ice bending shape 141 is slightly inset from the shoulder 142 and the area of the hull above shoulder 142 is also an outwardly and upwardly, sloping surface.
• Figure 4C shows a second alternative embodiment having a convex shaped ice-bending surface 241 with an outward trending curved lip forming the ice deflector 245 for ice recoil.
• Figure 4D shows a third alternative embodiment having a concave shaped ice-bending surface 341 with an outwardly and downwardly curved ice deflector 345.
• the non-linear ice-bending surface 341 may be seen to provide greater bending force as ice slides further down along the ice-bending surface 341.
• the outwardly angled ice deflectors 245 and 345 are shaped to prevent any ice from slipping under the hull 20.
• the rig may be provided with an ice deflector 45 that is arranged to extend much further below the bottom of the hull 20 and downwardly at a steeper angle than ice-bending surface 41 and will increase the bending forces on the ice floe.
• the neckline may or may not be at the bottom of the flotation portion of the hull 20 such that the ice deflector 45 may extend down from the flat of bottom of the hull 20 or may extend down to the flat of bottom of the hull 20.
• the deck 21 may optionally be set off and spaced above the hull 20.
• the feet 26 of the legs may be arranged to connect to cans 28 set in the sea floor so that when an ice floe comes against the ice-bending surface 41, the legs 25 actually hold the hull 20 down and force the bending of the ice floe and resist the lifting force of the ice floe which, in an extreme case, may lift the near side of the rig 10 and push the rig over on its side by using the feet 26 on the opposite side of the rig 10 as the fulcrum or pivot.
• the cans in the sea floor are known for other applications and the feet 26 would include appropriate connections to attach and release from the cans, as desired.
• the ice-worthy jack-up drill rig 10 is designed to operate like a conventional jack-up rig in open water, but is also designed to settle to the water in an ice defensive position and then re-acquire the conventional stance or configuration when wave action becomes a concern. It is the shape of the hull 20 (as well as its strength) that provides ice bending and breaking capabilities.
• the hull 20 (as viewed from above) may have a circular or oval configuration so as to present a shape that is conducive to steering the broken bits, pieces and sections of ice around the periphery of the rig 10 regardless of the orientation of the rig 10 or path of travel of the ice.
• the ice tends to flow with the wind and sea currents, which tend not to be co-linear, or some path reflecting influences of both sea and air.
• the hull 20 may have a faceted or multisided shape that provides the advantages of a circular or oval shape, and may be less expensive to construct.
• the plates that make up the hull would likely be formed of flat sheets so that the entire structure comprises segments of flat material such as steel and is less complicated.
• the ice-breaking surface 41 preferably extends at least about five meters above the water level or sea surface 12, recognizing that sea levels shift up and down with tides and storms and perhaps other influences.
• the height above the sea surface 12 accommodates ice floes that are quite thick or include ridges that extend well above the sea surface 12. As the height of the shoulder 42 is well above the sea surface 12, tall ice floes are forced down as they come into contact with the rig 10.
• the deck 21 at the top of the hull 20 should be far enough above the water line so that waves are not able to wash across the deck 21.
• the deck 21 is preferred to be at least 7 to 8 meters above the sea surface 12 and potentially higher.
• the neckline 42 is preferred to be at least 4 to 8 meters below the sea surface 12 to adequately bend the ice floes to break them up into more harmless pieces.
• the hull 20 is preferably in the range of 5-16 meters in height from the flat of bottom to the deck 21, more preferably 8-16 meters or 11-16 meters.
• the legs 25 and the openings 27 through which they are connected to the hull 20 are within the perimeter of the ice deflector 45 so that the ice floes are less likely to contact the legs while the rig 10 is in its defensive ice condition configuration as shown in Figure 3 and sometimes called hull-in-water configuration.
• the rig 10 does not have to handle every ice floe threat to significantly add value to oil and gas companies. If an ice worthy drilling rig 10 can extend the drilling season by as little as a month, that could be a fifty percent increase in productivity in some ice prone areas and therefore provide a very real cost saving benefit to the industry. A fifty percent longer drilling window may allow the drilling of two or three wells rather than one or two wells per year substantially reducing costs and increasing the production of oil and gas.
• the derrick 30 may be positioned to drill through a moon pool that is within the perimeter of the ice deflector 45 as shown in Figure 5 A or may be arranged to drill over the side of the deck 21 in a cantilevered fashion as shown in Figure 5B.

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• Engineering & Computer Science (AREA)
• General Engineering & Computer Science (AREA)
• Geology (AREA)
• Life Sciences & Earth Sciences (AREA)
• Mechanical Engineering (AREA)
• Mining & Mineral Resources (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Physics & Mathematics (AREA)
• Environmental & Geological Engineering (AREA)
• Fluid Mechanics (AREA)
• General Life Sciences & Earth Sciences (AREA)
• Geochemistry & Mineralogy (AREA)
• Earth Drilling (AREA)

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Applications Claiming Priority (3)

Publications (1)

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Family Applications (1)

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Citations (7)

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• 2011
  • 2011-10-20 SG SG2013021324A patent/SG189054A1/en unknown
  • 2011-10-20 CA CA2810901A patent/CA2810901A1/en not_active Abandoned
  • 2011-10-20 WO PCT/US2011/057105 patent/WO2012054728A1/en active Application Filing
  • 2011-10-20 KR KR1020137009992A patent/KR20130139931A/ko not_active Application Discontinuation
  • 2011-10-20 US US13/277,791 patent/US20120128426A1/en not_active Abandoned
  • 2011-10-20 CN CN201180050477.5A patent/CN103168137B/zh not_active Expired - Fee Related
  • 2011-10-20 RU RU2013123037/03A patent/RU2013123037A/ru unknown

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