Offshore floating production, storage, and off-loading vessel for use in ice-covered and clear water applications

• US 20090126616A1
• Filed: 01/02/2008
• Published: 05/21/2009
• Est. Priority Date: 01/01/2007
• Status: Active Grant

• Current Assignee: Nagan Srinivasan
• Original Assignee: Nagan Srinivasan
• Inventors: Srinivasan, Nagan
• Granted Patent: US 7,958,835 B2
• Time in Patent Office: Days
• US Class Current: 114/264
• CPC Class Codes: B63B 1/048 with hull extending principally vertically
• CPC Class Codes: B63B 2001/044 with a small waterline area compared to total displacement, e.g. of semi-submersible type
• CPC Class Codes: B63B 2003/147 Moon-pools, e.g. for offshore drilling vessels
• CPC Class Codes: B63B 2003/385 with means for controlling heeling or rolling motions, or lift, e.g. flaps, by changing geometry, or by ballast displacement
• CPC Class Codes: B63B 2039/067 effecting motion dampening by means of fixed or movable resistance bodies, e.g. by bilge keels
• CPC Class Codes: B63B 2041/006 Telescopically collapsible keels
• CPC Class Codes: B63B 21/14 Hawse-holes; Hawse-pipes; Hawse-hole closures
• CPC Class Codes: B63B 21/507 with mooring turrets
• CPC Class Codes: B63B 22/026 and with means to rotate the vessel around the anchored buoy turrets B63B21/507
• CPC Class Codes: B63B 2211/06 Operation in ice-infested waters
• CPC Class Codes: B63B 2241/08 polygonal
• CPC Class Codes: B63B 2241/12 annular or toroidal
• CPC Class Codes: B63B 35/08 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
• CPC Class Codes: B63B 35/10 having forced pitching or rolling equipment
• CPC Class Codes: B63B 35/44 Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices construction methods for floating offshore platforms B63B75/00
• CPC Class Codes: B63B 35/4413 Floating drilling platforms, e.g. carrying water-oil separating devices

Abstract

An offshore floating production, storage, and off-loading vessel has a monolithic non ship-shaped hull of polygonal configuration surrounding a central double tapered conical moon pool and contains water ballast and oil storage compartments. The exterior side walls of the hull have flat surfaces and sharp corners to cut ice sheets, resist and break ice, and move ice pressure ridges away from the structure. An adjustable water ballast system induces heave, roll, pitch and surge motions of the vessel to dynamically position and maneuver the vessel to accomplish ice cutting, breaking and moving operations. The moon pool shape and other devices on the vessel provide added virtual mass capable of increasing the natural period of the roll and heave modes, reducing dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel. The vessel may be moored by a disconnectable turret buoy received in a support frame at the bottom of the moon pool and to which flexible well risers and mooring lines are connected.

Claims

1. An offshore floating production, storage and off-loading vessel structure for use in ice-prone waters and in clear waters for producing, storing and transporting oil and/or liquefied gas, comprising:

a monolithic hull having a top wall defining a deck, a bottom wall, and a polygonal exterior side wall configuration surrounding a central moon pool opening, said side walls having an uneven number of flat surfaces and sharp corners to cut ice sheets, resist and break ice, and move ice pressure ridges away from the structure;

ballast compartments and storage compartments contained in said hull;

an adjustable ballasting system for ballasting and deballasting selected said ballast compartments and storage compartments to induce heave, roll, pitch and surge motions of said vessel to dynamically position and maneuver said vessel and carry out ice cutting, breaking and moving operations; and

said moon pool having a double tapered conical interior configuration with respect to a vertical axis for entrainment of water to selectively provide added hydrodynamic virtual mass to increase the natural period of the roll and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel.

2. The offshore floating structure according to claim 1, wherein

said polygonal exterior side wall configuration includes downwardly and inwardly converging ice contacting surfaces for causing ice floes and ice sheets to undergo downward flexural failure.

3. The offshore floating structure according to claim 1, wherein

said polygonal exterior side wall configuration includes upwardly and inwardly converging ice contacting surfaces for causing ice floes and ice sheets to undergo upward fiexural failure.

4. The offshore floating structure according to claim 1, wherein

said polygonal exterior side wall configuration is a nonagon having nine flat surfaces and sharp corners.

5. The offshore floating structure according to claim 1, wherein

said moon pool opening is a generally double tapered conical configuration having a lower portion of a first transverse dimension extending vertically upward from said hull bottom wall to a first elevation, an intermediate portion diverging angularly upward and outward therefrom to a second greater transverse dimension at a second elevation, an upper vertical portion of said greater transverse dimension continuing vertically upward therefrom to a third elevation, and a top portion extending angularly upward and inward therefrom to a third transverse dimension smaller than said second transverse dimension and larger than said first transverse dimension, and adjoining a horizontal wall at an elevation below the elevation of said top wall;

and

said upper vertical portion of said greater transverse dimension disposed at approximately the same elevation as the still water level.

6. The offshore floating structure according to claim 5, further comprising:

damping means on the interior of said moon pool for reducing resonance of water in said moon pool due to waves and vessel motion.

7. The offshore floating structure according to claim 6, wherein

said damping means on the interior of said moon pool comprises a plurality of inwardly facing vertically spaced baffle plates on the interior of said moon pool.

8. The offshore floating structure according to claim 1, further comprising:

virtual mass trap and fluid damping means associated with a lower portion of said hull for entrapping water to provide additional hydrodynamic virtual mass to minimize heave response, increase the natural period of roll and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel.

9. The offshore floating structure according to claim 8, wherein

said virtual mass trap and fluid damping means comprises one or more plate-like members extending horizontally outward from a lower portion of said exterior side walls of said hull.

10. The offshore floating structure according to claim 8, wherein

said virtual mass trap and fluid damping means comprises one or more upper plate-like members extending horizontally outward from a lower portion of said exterior side walls of said hull;

and

one or more horizontal outwardly extending lower plate-like members disposed a distance below said one or more upper plate-like members and below said hull bottom wall to provide a space for entrapping water therebetween to provide additional hydrodynamic virtual mass and fluid damping to minimize heave, roll and pitch response, increase the natural period of roll, pitch and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate stabilizing and maneuvering the vessel.

11. The offshore floating structure according to claim 1, further comprising:

a central casing having a top end secured to said hull top wall in fluid tight relation and extending vertically downwardly therefrom through the center of said moon pool terminating in a bottom end adjacent to a lower end of said moon pool, said central casing defining an annulus between the casing exterior and said moon pool interior; and

support means in a lower end of said moon pool adjoined to said central casing lower end for receiving and supporting an upper end of a buoyant turret buoy;

a buoyant turret buoy having an upper portion and a lower portion which rotate with respect to one another, said upper portion releasably engaged with said support means and said lower portion disposed beneath said hull bottom wall;

said turret buoy lower portion having at least one riser connection for connecting a first end of at least one flexible riser having a second end which extends from a seabed hydrocarbon supply location; and

at least one second riser section extending vertically upward through said central casing from said turret buoy to said deck coupled at a lower end with said turret buoy in fluid communication with said first end of said flexible riser to form a fluid flow path from said seabed hydrocarbon supply to equipment on said deck.

12. The offshore floating structure according to claim 11, wherein

said support means in said lower end of said moon pool is configured to allow water to flow around said turret buoy upper portion and into the annulus between the exterior of said central casing and interior of said moon pool.

13. The offshore floating structure according to claim 11, further comprising:

at least one air conduit extending from the upper end of said moon pool to said deck, and at least one pressure control valve connected with said air conduit.

14. The offshore floating structure according to claim 11, further comprising:

a series of mooring lines connected between said turret buoy lower portion and the sea floor so that said floating structure can rotate and weathervane about turret buoy in response to environmental forces of waves, wind, current, and heave, roll, pitch and surge motions induced during ballasting and deballasting to carry out ice cutting, breaking and moving operations.

15. The offshore floating structure according to claim 14, wherein

a first series of mooring lines are connected between said turret buoy lower portion and the sea floor, and a second series of mooring lines are connected between said hull and the sea floor.

16. The offshore floating structure according to claim 11, further comprising:

a series of mooring lines connected between said hull and the sea floor so that said floating structure can rotate and weathervane about a vertical axis in response to environmental forces of waves, wind, current, and heave, roll, pitch and surge motions induced during ballasting and deballasting to carry out ice cutting, breaking and moving operations.

17. The offshore floating structure according to claim 11, wherein

said support means in said lower end of said moon pool is configured to prevent water from flowing around said turret buoy upper portion and into the annulus between the exterior of said central casing and interior of said moon pool;

said hull has channels or tunnels extending angularly downward and outward from the interior of said moon pool to the exterior of said hull to allow water to enter into the annulus between the exterior of said central casing and interior of said moon pool; and

said mooring lines extend from winches on the deck, through the deck, and the interior of said moon pool and outwardly through said channels or tunnels supported by fairlead sheaves at each end of said channels or tunnels.

18. The offshore floating structure according to claim 17, further comprising:

a telescopic vertically adjustable ballast keel tank adjoined to the hull structure by a central hollow column and circumferentially spaced vertical guide tubes spaced outwardly therefrom that are slidably mounted in the lower end of said hull, said keel tank movable between a retracted position closely adjacent to the bottom wall of said hull and an extended position disposed a distance therebelow by hydraulic cylinders in or on said hull;

said central hollow column forming a water tight extension of the bottom portion of said moon pool;

said support means is disposed in the center of the keel tank and configured to prevent water from entering said bottom end of said moon pool around the turret buoy and surrounded by the central hollow column; and

when said keel tank is extended, water entrapped in the space between said hull bottom wall and said keel tank provides additional hydrodynamic virtual mass to minimize heave response, increase the natural period of roll and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel.

19. The offshore floating structure according to claim 11, wherein

said buoyant turret buoy upper portion is selectively disengaged from said support means when said vessel is subjected to harsh environments, ice covered water, and winter or summer storms to allow relocation of said vessel and/or stationary mooring of said vessel with conventional mooring devices.

20. The offshore floating structure according to claim 1, wherein

said moon pool opening creates water flow and fills with water in the central core to reduce the effective water plane area sufficient to increase the heave natural period of said vessel without significantly reducing the overall moment of inertia of the remaining water plane area of said moon pool, and retain stability of said vessel.

21. The offshore floating structure according to claim 1, wherein

said moon pool opening is a double tapered conical configuration having a lower portion of a first transverse dimension extending vertically upward from said hull bottom wall to a first elevation, an intermediate portion diverging angularly upward and outward therefrom to a second greater transverse dimension at a second elevation, and an upper vertical portion of said greater transverse dimension continuing vertically upward therefrom to a third elevation;

and

said first transverse dimension of said lower portion is of a size and height sufficient to provide larger said ballast compartments and storage compartments at a lower portion of said hull, provide a reduced water plane area in said moon pool at an elevation near to the still water level, and to lower the overall center of gravity of said vessel to the lower portion of said hull and thereby increase stability of said vessel.

22. The offshore floating structure according to claim 1, further comprising:

a central casing having a top end secured to said hull top wall in fluid tight relation and extending vertically downwardly therefrom through the center of said moon pool terminating in a bottom end adjacent to a lower end of said moon pool, said central casing defining an annulus between the casing exterior and said moon pool interior; and

support means in a lower end of said moon pool adjoined to said central casing lower end having openings therethrough to allow water entry into said annulus around said casing exterior.

23. An offshore floating production, storage and off-loading vessel structure for use in producing, storing and transporting oil and/or liquefied gas, comprising:

a monolithic hull having a top wall defining a deck, a bottom wall, and a generally cylindrical exterior side wall configuration surrounding a central moon pool opening, said side wall having a lower portion extending upwardly from said bottom wall and an upper portion extending angularly inward and upward therefrom terminating adjacent to a bottom of said deck;

ballast compartments and storage compartments contained in said hull;

an adjustable ballasting system for ballasting and deballasting selected said ballast compartments and storage compartments to induce heave, roll, pitch and surge motions of said vessel to dynamically position and maneuver said vessel and carry out moving operations; and

said moon pool having a double tapered conical interior configuration with respect to a vertical axis for entrainment of water to selectively provide added hydrodynamic virtual mass to increase the natural period of the roll and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel.

24. The offshore floating structure according to claim 23, wherein

said moon pool opening creates water flow and fills with water in the central core to reduce the effective water plane area sufficient to increase the heave natural period of said vessel without significantly reducing the overall moment of inertia of the remaining water plane area of said moon pool, and retain stability of said vessel.

25. The offshore floating structure according to claim 23, further comprising:

a central casing having a top end secured to said hull top wall in fluid tight relation and extending vertically downwardly therefrom through the center of said moon pool terminating in a bottom end adjacent to a lower end of said moon pool, said central casing defining an annulus between the casing exterior and said moon pool interior; and

support means in a lower end of said moon pool adjoined to said central casing lower end for receiving and supporting an upper end of a buoyant turret buoy;

a buoyant turret buoy having an upper portion and a lower portion which rotate with respect to one another, said upper portion releasably engaged with said support means and said bottom portion disposed beneath said hull bottom wall;

said turret buoy bottom portion having at least one riser connection for connecting a first end of at least one flexible riser having a second end which extends from a seabed hydrocarbon supply location; and

at least one second riser section extending vertically upward through said central casing from said turret buoy to said deck coupled at a lower end with said turret buoy in fluid communication with said first end of said flexible riser to form a fluid flow path from said seabed hydrocarbon supply to equipment on said deck.

26. The offshore floating structure according to claim 25, wherein

said buoyant turret buoy upper portion is selectively disengaged from said support means when said vessel is subjected to harsh environments and winter or summer storms to allow relocation of said vessel and/or stationary mooring of said vessel with conventional mooring devices.

27. The offshore floating structure according to claim 25, wherein

said support means in said lower end of said moon pool is configured to prevent water from flowing around said turret buoy upper portion and into the annulus between the exterior of said central casing and interior of said moon pool;

said hull has channels or tunnels extending angularly downward and outward from the interior of said moon pool to the exterior of said hull to allow water to enter into the annulus between the exterior of said central casing and interior of said moon pool; and

said mooring lines extend from winches on the deck, through the deck, and the interior of said moon pool and outwardly through said channels or tunnels supported by fairlead sheaves at each end of said channels or tunnels.

28. The offshore floating structure according to claim 23, further comprising:

a central casing having a top end secured to said hull top wall in fluid tight relation and extending vertically downwardly therefrom through the center of said moon pool terminating in a bottom end adjacent to a lower end of said moon pool, said central casing defining an annulus between the casing exterior and said moon pool interior; and

support means in a lower end of said moon pool adjoined to said central casing lower end having openings therethrough to allow water entry into said annulus around said casing exterior.

29. The offshore floating structure according to claim 23, further comprising:

virtual mass trap and fluid damping means associated with a lower portion of said hull for entrapping water to provide additional hydrodynamic virtual mass to minimize heave response, increase the natural period of roll and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel.

30. The offshore floating structure according to claim 29, wherein

said virtual mass trap and fluid damping means comprises one or more plate-like members extending horizontally outward from a lower portion of said exterior side wall of said hull.

31. The offshore floating structure according to claim 29, wherein

said virtual mass trap and fluid damping means comprises one or more upper plate-like members extending horizontally outward from a lower portion of said exterior side wall of said hull;

and

one or more horizontal outwardly extending lower plate-like members disposed a distance below said one or more upper plate-like members and below said hull bottom wall to provide a space for entrapping water therebetween to provide additional hydrodynamic virtual mass and fluid damping to minimize heave, roll and pitch response, increase the natural period of roll, pitch and heave modes, reduce dynamic amplification and resonance due to waves and vessel motion, and facilitate stabilizing and maneuvering the vessel.