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US20040026081A1 - System for accommodating motion of a floating body - Google Patents

System for accommodating motion of a floating body Download PDF

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Publication number
US20040026081A1
US20040026081A1 US10/213,966 US21396602A US2004026081A1 US 20040026081 A1 US20040026081 A1 US 20040026081A1 US 21396602 A US21396602 A US 21396602A US 2004026081 A1 US2004026081 A1 US 2004026081A1
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United States
Prior art keywords
curves
riser
pipe
vertical riser
floating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US10/213,966
Inventor
Edward Horton
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DeepWater Technologies Inc
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Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US10/213,966 priority Critical patent/US20040026081A1/en
Assigned to DEEPWATER TECHNOLOGIES, INC. reassignment DEEPWATER TECHNOLOGIES, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HORTON, EDWARD E.
Priority to US10/626,044 priority patent/US20040163817A1/en
Priority to EP03784891A priority patent/EP1529149A2/en
Priority to PCT/US2003/024298 priority patent/WO2004015237A2/en
Priority to AU2003258024A priority patent/AU2003258024A1/en
Publication of US20040026081A1 publication Critical patent/US20040026081A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/01Risers
    • E21B17/017Bend restrictors for limiting stress on risers
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/01Risers
    • E21B17/015Non-vertical risers, e.g. articulated or catenary-type
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/002Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling
    • E21B19/004Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling supporting a riser from a drilling or production platform
    • E21B19/006Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling supporting a riser from a drilling or production platform including heave compensators

Definitions

  • This invention is generally related to risers that convey fluid from producing wells on the seafloor to a floating structure on the sea surface. This invention is also related to a conduit that is fixed to the seafloor, which must accommodate the motion of a vessel that is connected to it.
  • SCR steel catenary riser
  • the SCR can be designed to accommodate some vessel motion.
  • a system for accommodating motion of a floating-body fixed to a seafloor wellhead.
  • the system comprises: a first riser segment suspended from a floating-body, a second riser segment, and an angled segment for connecting the first riser segment and the second riser segment.
  • the first riser segment comprises pre-formed, helical curves in a pre-determined flex portion.
  • the pre-formed curves comprise pre-formed, single-planar curves.
  • Arched curves comprise an even further embodiment.
  • the second riser segment comprises at least one pre-determined flex portion (for example, pre-formed curves, helical, single plane arched, etc.).
  • the pre-determined flex portion comprises an essentially straight portion of the riser designed to flex more than other portions of the riser.
  • an apparatus for accommodating motion of a floating-body connected to a substantially vertically-oriented riser section.
  • the apparatus comprises: an angled joint connected to the substantially vertically-oriented riser section, and a pipe connecting a seafloor wellhead to the angled joint.
  • the pipe comprises pre-formed curves at least one pre-determined flexing portion.
  • the substantially vertically-oriented riser section comprises a pre-determined flexible riser section.
  • FIG. 1 is a side view of an example of the invention.
  • FIG. 2 is a side view of an example embodiment of the invention.
  • FIG. 3 is an angular view of an example of the invention.
  • FIG. 4 is an angular view of an example of the invention.
  • FIG. 5A is a side view of an example of the invention.
  • FIG. 5B is a side view of an example of the invention.
  • FIG. 6 is a side view of an example of the invention.
  • substantially horizontal well entry pipe 13 is in a substantially horizontal connection to the wellhead 12 .
  • Horizontal well entry pipe 13 connects to an inflexible elbow 15 that is also connected to a substantially vertical riser pipe 17 .
  • Vertical riser pipe 17 is connected to a floating-body 16 .
  • Both the horizontal well entry pipe 13 and the vertical riser pipe 17 although being stiff in comparison to flexible hoses (e.g., steel, in some embodiments), flex or bend in response to the motion of the floating body 16 , so that the forces exerted by the heave or other motion of the floating-body 16 are substantially isolated from the wellhead 12 .
  • substantially horizontal pipe is mentioned by way of contrast to a substantially vertical riser pipe.
  • the substantially horizontal pipe is anticipated to move through large angles as the vessel heaves, and it may at times have a significant angle to the sea floor.
  • a riser pipe spur 18 is seen and comprises a substantially vertical connection to the wellhead 12 .
  • Riser pipe spur 18 is connected to an elbow 15 that is also connected to a vertical riser pipe 17 .
  • this vertical riser pipe 17 is connected to the floating body 16 (by number of methods) and flexes along energy-absorbent, pre-determined portions in response to the motion of the floating body 16 , thereby reducing the forces exerted on the wellhead 12 .
  • multiple elbows 15 are used to connect multiple sections of the riser 14 .
  • the energy-absorbent, pre-determined portions of the riser 14 absorb the energy of the heaving floating-body 16 without buckling.
  • the flexing seen in FIGS. 3 and 4 comprises flexing along a significant potion of the length of the horizontal and vertical riser pipes 13 and 17 .
  • pre-determined portions of the riser 14 are designed to flex or bend.
  • the pre-determined portion comprises pre-formed curves 19 .
  • the pre-formed curves 19 comprises an open coil.
  • this open coil forms a helical curve.
  • the vertical distance between equivalent points in the helical curve is referred to herein as the “curve spacing,” and the “curve diameter” refers to the diameter of the cross-sectional area of the curve.
  • the curve spacing is at least double that of the curve diameter. In one embodiment, the curve spacing increases as the helical curve moves away from the seafloor.
  • FIG. 5B shows an example embodiment in which the pre-determined portion comprises pre-formed curves 19 in a single plane.
  • the pre-formed curves 19 are sinusoidal; and, in other embodiments, the pre-formed curves 19 have semi-circular or other shapes. Combinations of such shapes of varying complexity are included in still further embodiments.
  • the pre-formed curves 19 comprise several connected segments of pipes, while in still other embodiments, the pre-formed curves 19 exist in multiple sections of the riser 14 .
  • FIG. 6 shows an example in which pre-formed curves 19 are formed in a part of the vertical riser pipe 17 .
  • pre-formed curves 19 are formed in the horizontal well entry pipe 15 .
  • pre-formed curves 19 are formed in both the horizontal well entry pipe 15 and the vertical riser pipe 17 .
  • the elbow 15 is substantially inflexible, so all of the force exerted by the floating-body 16 is absorbed by the riser pipes.
  • the elbow 15 is somewhat flexible and is able to absorb some of the stress along with the riser pipes.
  • elbow 15 connects the riser pipes at a 90-degree angle, but it connects the riser pipes at larger or smaller angles in some other embodiments, as is needed in a given application.
  • floating-body 16 comprises a SPAR-type semi-submersible.
  • the floating-body 16 comprises a floating production storage and offloading (FPSO) system and/or other floating platforms or vessels that will occur to those of skill in the art.
  • FPSO floating production storage and offloading
  • the riser 14 is at least partially suspended from the floating body 16 in one embodiment.
  • the tension is sufficient to prevent the riser 14 from buckling due to compression resulting from the combined weight of the riser 14 and its contents.
  • the tension in the riser 14 is also sufficient to keep the vertical riser pipe 17 in an essentially vertical orientation to prevent it from clashing with adjacent risers.
  • the flexing of the riser 14 are the only means for absorbing the force exerted by the motion of the floating-body 16 . In other embodiments, the flexing of the riser 14 is used in conjunction with a floating connection at the floating-body 16 .
  • One important benefit derived from including an energy-absorbent, pre-determined portion of the riser 14 is that it adds an additional layer of safety for the structural integrity of the whole riser 14 . If, for example, the top end of the riser 14 should move beyond its normal operating design limits, either horizontally or vertically, the energy-absorbent, pre-determined portion of the riser 14 flexes, without local buckling, and still maintains structural integrity. This situation might occur if, for example, the surface vessel 16 should lose buoyancy due to a damaged tank, if the moorings were to come loose or some other mishap were to occur.
  • the segments are joined by the elbow 15 before the installation begins.
  • the segments are connected after the installation has begun, and, in at least one embodiment, the segments are connected once the installation is essentially complete.

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

Abstract

A system is provided for compensation for motion of a floating platform connected to a riser having at least two segments connected by an elbow. According to various example embodiments, a pre-determined portion of the riser flex in response to heave of the platform. In various example embodiments, the pre-determined portion comprises pre-formed curves that flex in response to the heave of the platform.

Description

    BACKGROUND
  • This invention is generally related to risers that convey fluid from producing wells on the seafloor to a floating structure on the sea surface. This invention is also related to a conduit that is fixed to the seafloor, which must accommodate the motion of a vessel that is connected to it. [0001]
  • In offshore drilling and production operations carried out from a floating vessel, fluid is conveyed from wells on the seafloor to the vessel stationed on the surface by a conduit often referred to as a “riser.” Various methods and mechanisms are used to reduce stresses in risers that are affixed to the moving vessel on the surface and the stationary wellhead at the seafloor. These include using flexible hose for the riser in lieu of steel pipe, supporting a steel riser with hydraulic or electrometric tensioners that accommodate the relative movement of the vessel, buoyancy cans that support the pipe at the top and allow the vessel to move (as shown in, for example, U.S. Pat. No. 4,702,321, incorporated herein by reference) or some combination of these techniques. Another method is by using a steel catenary riser (often referred to as a “SCR”) which comprises an extension of the steel riser pipe a sufficient horizontal distance from the vessel such that the pipe forms a rather deep catenary curve. Depending on a number of factors, the SCR can be designed to accommodate some vessel motion. [0002]
  • The above methods all have disadvantages and limitations. For example, flexible hose is costly, cannot withstand external compressive loads without internal stiffening, and requires bend-restrictor devices at the terminations. The SCR are much less costly and have a long record of reliability; however, their shortcoming lies in motion compensation. The tensioners and buoyancy cans are expensive, and they both require a flexible hose (referred as a jumper line) to accommodate the relative motion between the top of the riser, which sometimes includes a “Christmas tree,” and a flow manifold (fixed to the vessel). [0003]
  • There is therefore a need for a relatively low-cost, simple riser that compensates for the motion of a floating vessel. [0004]
  • SUMMARY OF THE INVENTION
  • The above issues are addressed, in various aspects of the invention, using a riser with an elbow. [0005]
  • According to one aspect of the invention, a system is provided for accommodating motion of a floating-body fixed to a seafloor wellhead. The system comprises: a first riser segment suspended from a floating-body, a second riser segment, and an angled segment for connecting the first riser segment and the second riser segment. In one example embodiment, the first riser segment comprises pre-formed, helical curves in a pre-determined flex portion. In an alternative embodiment, the pre-formed curves comprise pre-formed, single-planar curves. Arched curves comprise an even further embodiment. In another embodiment, the second riser segment comprises at least one pre-determined flex portion (for example, pre-formed curves, helical, single plane arched, etc.). In still a further embodiment, the pre-determined flex portion comprises an essentially straight portion of the riser designed to flex more than other portions of the riser. [0006]
  • In another aspect of the invention, an apparatus is provided for accommodating motion of a floating-body connected to a substantially vertically-oriented riser section. The apparatus comprises: an angled joint connected to the substantially vertically-oriented riser section, and a pipe connecting a seafloor wellhead to the angled joint. In one example embodiment, the pipe comprises pre-formed curves at least one pre-determined flexing portion. In another embodiment, the substantially vertically-oriented riser section comprises a pre-determined flexible riser section. [0007]
  • As before, curves of various shapes, and even straight portions, are used in a variety of alternative embodiments. [0008]
  • DESCRIPTION OF THE FIGURES
  • FIG. 1 is a side view of an example of the invention. [0009]
  • FIG. 2 is a side view of an example embodiment of the invention. [0010]
  • FIG. 3 is an angular view of an example of the invention. [0011]
  • FIG. 4 is an angular view of an example of the invention. [0012]
  • FIG. 5A is a side view of an example of the invention. [0013]
  • FIG. 5B is a side view of an example of the invention. [0014]
  • FIG. 6 is a side view of an example of the invention. [0015]
  • DESCRIPTION OF EXAMPLE EMBODIMENTS
  • According to one example embodiment of the invention, seen in FIG. 1, substantially horizontal [0016] well entry pipe 13 is in a substantially horizontal connection to the wellhead 12. Horizontal well entry pipe 13 connects to an inflexible elbow 15 that is also connected to a substantially vertical riser pipe 17. Vertical riser pipe 17 is connected to a floating-body 16. Both the horizontal well entry pipe 13 and the vertical riser pipe 17, although being stiff in comparison to flexible hoses (e.g., steel, in some embodiments), flex or bend in response to the motion of the floating body 16, so that the forces exerted by the heave or other motion of the floating-body 16 are substantially isolated from the wellhead 12.
  • As used herein, a “substantially horizontal pipe” is mentioned by way of contrast to a substantially vertical riser pipe. The substantially horizontal pipe, however, is anticipated to move through large angles as the vessel heaves, and it may at times have a significant angle to the sea floor. [0017]
  • Referring now to FIG. 2, in another example, a riser pipe spur [0018] 18 is seen and comprises a substantially vertical connection to the wellhead 12. Riser pipe spur 18 is connected to an elbow 15 that is also connected to a vertical riser pipe 17. In one embodiment, this vertical riser pipe 17 is connected to the floating body 16 (by number of methods) and flexes along energy-absorbent, pre-determined portions in response to the motion of the floating body 16, thereby reducing the forces exerted on the wellhead 12. In further embodiments, multiple elbows 15 are used to connect multiple sections of the riser 14.
  • By flexing, as illustrated in FIGS. 3 and 4, the energy-absorbent, pre-determined portions of the [0019] riser 14 absorb the energy of the heaving floating-body 16 without buckling. The flexing seen in FIGS. 3 and 4 comprises flexing along a significant potion of the length of the horizontal and vertical riser pipes 13 and 17. In alternative embodiments, however, pre-determined portions of the riser 14 are designed to flex or bend. In some embodiments, seen in the examples of FIGS. 6A and 6B, the pre-determined portion comprises pre-formed curves 19.
  • In FIG. 5A, the [0020] pre-formed curves 19 comprises an open coil. In one embodiment, this open coil forms a helical curve. The vertical distance between equivalent points in the helical curve is referred to herein as the “curve spacing,” and the “curve diameter” refers to the diameter of the cross-sectional area of the curve. In some embodiments, the curve spacing is at least double that of the curve diameter. In one embodiment, the curve spacing increases as the helical curve moves away from the seafloor.
  • FIG. 5B shows an example embodiment in which the pre-determined portion comprises [0021] pre-formed curves 19 in a single plane. In some embodiments, the pre-formed curves 19 are sinusoidal; and, in other embodiments, the pre-formed curves 19 have semi-circular or other shapes. Combinations of such shapes of varying complexity are included in still further embodiments. For example, in one embodiment, the pre-formed curves 19 comprise several connected segments of pipes, while in still other embodiments, the pre-formed curves 19 exist in multiple sections of the riser 14.
  • FIG. 6 shows an example in which [0022] pre-formed curves 19 are formed in a part of the vertical riser pipe 17. In another, pre-formed curves 19 are formed in the horizontal well entry pipe 15. In still another embodiment, pre-formed curves 19 are formed in both the horizontal well entry pipe 15 and the vertical riser pipe 17.
  • Referring again to the example in FIG. 1, the [0023] elbow 15 is substantially inflexible, so all of the force exerted by the floating-body 16 is absorbed by the riser pipes. In some other embodiments, the elbow 15 is somewhat flexible and is able to absorb some of the stress along with the riser pipes. Also in the example of FIG. 1, elbow 15 connects the riser pipes at a 90-degree angle, but it connects the riser pipes at larger or smaller angles in some other embodiments, as is needed in a given application.
  • In various examples, floating-[0024] body 16 comprises a SPAR-type semi-submersible. In other embodiments, the floating-body 16 comprises a floating production storage and offloading (FPSO) system and/or other floating platforms or vessels that will occur to those of skill in the art.
  • The [0025] riser 14 is at least partially suspended from the floating body 16 in one embodiment. At the elbow 15, the tension is sufficient to prevent the riser 14 from buckling due to compression resulting from the combined weight of the riser 14 and its contents. The tension in the riser 14 is also sufficient to keep the vertical riser pipe 17 in an essentially vertical orientation to prevent it from clashing with adjacent risers. In one embodiment, the flexing of the riser 14 are the only means for absorbing the force exerted by the motion of the floating-body 16. In other embodiments, the flexing of the riser 14 is used in conjunction with a floating connection at the floating-body 16.
  • One important benefit derived from including an energy-absorbent, pre-determined portion of the [0026] riser 14 is that it adds an additional layer of safety for the structural integrity of the whole riser 14. If, for example, the top end of the riser 14 should move beyond its normal operating design limits, either horizontally or vertically, the energy-absorbent, pre-determined portion of the riser 14 flexes, without local buckling, and still maintains structural integrity. This situation might occur if, for example, the surface vessel 16 should lose buoyancy due to a damaged tank, if the moorings were to come loose or some other mishap were to occur.
  • In one embodiment of a method for installing the [0027] riser 14, the segments are joined by the elbow 15 before the installation begins. In various other embodiments, the segments are connected after the installation has begun, and, in at least one embodiment, the segments are connected once the installation is essentially complete.
  • The above embodiments are given by way of example only. Other embodiments will occur to those of skill in the art without departing from the spirit of the invention. [0028]

Claims (12)

What is claimed is:
1. A system for accommodating motion of a floating body connected to a seafloor wellhead, the system comprising:
a substantially vertical riser segment to be suspended from a floating-body such that a top portion of the substantially vertical riser segment moves as the floating body moves,
a substantially horizontal wellhead entry pipe to be connected to a wellhead, and
an angled segment connecting the substantially vertical riser segment and the wellhead entry pipe such that the angled segment is positioned with respect to the substantially vertical riser segment and the substantially horizontal segment to move in response to motion of the floating body.
2. A system as in claim 1, wherein the substantially vertical riser segment comprises a substantially straight pipe.
3. A system as in claim 1, wherein the substantially horizontal wellhead entry pipe comprises a substantially straight pipe.
4. A system as in claim 1, wherein the substantially vertical riser segment comprises pre-formed, helical curves in a pre-determined flex portion.
5. A system as in claim 1 wherein the substantially vertical riser segment comprises pre-formed single-planar curves.
6. A system as in claim 5 wherein the single-planar curves comprise arched curves.
7. A system as in claim 1 wherein the substantially horizontal wellhead entry pipe comprises at least one pre-determined flex portion.
8. A system as in claim 7 wherein the pre-determined flex portion comprises pre-formed curves.
9. A system as in claim 8 wherein the pre-formed curves comprise helical curves.
10. A system as in claim 8 wherein the pre-formed curves comprise single-plane curves.
11. A system as in claim 8 wherein the pre-formed curves comprise arched curves.
12. A system as in claim 7 wherein the pre-determined flex portion comprises a substantially straight portion formed to flex more than other portions.
US10/213,966 2002-08-07 2002-08-07 System for accommodating motion of a floating body Abandoned US20040026081A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
US10/213,966 US20040026081A1 (en) 2002-08-07 2002-08-07 System for accommodating motion of a floating body
US10/626,044 US20040163817A1 (en) 2002-08-07 2003-07-24 Offshore well production riser
EP03784891A EP1529149A2 (en) 2002-08-07 2003-08-05 Offshore well production riser
PCT/US2003/024298 WO2004015237A2 (en) 2002-08-07 2003-08-05 Offshore well production riser
AU2003258024A AU2003258024A1 (en) 2002-08-07 2003-08-05 Offshore well production riser

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US10/213,966 US20040026081A1 (en) 2002-08-07 2002-08-07 System for accommodating motion of a floating body

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US10/626,044 Continuation-In-Part US20040163817A1 (en) 2002-08-07 2003-07-24 Offshore well production riser

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040244984A1 (en) * 2001-10-19 2004-12-09 Einar Kjelland-Fosterud Riser for connection between a vessel and a point at the seabed
US20080105433A1 (en) * 2006-08-15 2008-05-08 Terry Christopher Direct acting single sheave active/passive heave compensator
US20080302535A1 (en) * 2007-06-08 2008-12-11 David Barnes Subsea Intervention Riser System
US20100307762A1 (en) * 2009-06-04 2010-12-09 Diamond Offshore Drilling, Inc. Riser floatation with anti-vibration strakes
FR2953552A1 (en) * 2009-12-04 2011-06-10 Technip France CONNECTION ASSEMBLY OF A FLEXIBLE TUBULAR DRIVE TO AN UNDERWATER INSTALLATION.
US9290362B2 (en) 2012-12-13 2016-03-22 National Oilwell Varco, L.P. Remote heave compensation system
GB2533123A (en) * 2014-12-10 2016-06-15 Magma Global Ltd Composite component deployment configurations
US9463963B2 (en) 2011-12-30 2016-10-11 National Oilwell Varco, L.P. Deep water knuckle boom crane
GB2619951A (en) * 2022-06-22 2023-12-27 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers
GB2619950A (en) * 2022-06-22 2023-12-27 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers

Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3359741A (en) * 1966-03-11 1967-12-26 Arthur J Nelson Deep water support system
US3363683A (en) * 1965-12-23 1968-01-16 Exxon Production Research Co Offshore apparatus and method
US3461916A (en) * 1966-12-13 1969-08-19 Exxon Production Research Co Flexible flowline
US3794849A (en) * 1972-08-18 1974-02-26 Ite Imperial Corp Power transmission system for connecting floating power plant to stationary conductors
US3841357A (en) * 1972-03-10 1974-10-15 Ihc Holland Nv Piping between a buoy and a stationary conduit
US4065822A (en) * 1976-02-27 1978-01-03 Texaco Inc. Single point mooring with strain relief anchoring
US4105068A (en) * 1977-07-29 1978-08-08 Chicago Bridge & Iron Company Apparatus for producing oil and gas offshore
US4200054A (en) * 1976-12-10 1980-04-29 Elliston Thomas L Stabilized hoist rig for deep ocean mining vessel
US4265567A (en) * 1977-11-30 1981-05-05 A/S Akers Mek. Verksted Riser device
US4279543A (en) * 1978-06-20 1981-07-21 Single Buoy Moorings, Inc. Device for conveying a medium from means provided in a fixed position on a bottom below the water surface to a buoy body
US4290715A (en) * 1979-06-05 1981-09-22 Standard Oil Company (Indiana) Pipeline riser for floating platforms
US4310263A (en) * 1980-06-27 1982-01-12 Exxon Production Research Company Pipeline connection system
US4339002A (en) * 1979-08-09 1982-07-13 Halliburton Company Sea buoy discharge manifold system
US4360290A (en) * 1980-12-17 1982-11-23 Shell Oil Company Internal pipeline plug for deep subsea pipe-to-pipe pull-in connection operations
US4493589A (en) * 1981-06-30 1985-01-15 Shell Oil Company Internal pipeline plug for deep subsea operations
US4523877A (en) * 1980-08-21 1985-06-18 Exxon Production Research Co. J-tube method and apparatus
US4730677A (en) * 1986-12-22 1988-03-15 Otis Engineering Corporation Method and system for maintenance and servicing of subsea wells
US4735267A (en) * 1985-03-11 1988-04-05 Shell Oil Company Flexible production riser assembly and installation method
US4793737A (en) * 1986-06-05 1988-12-27 Bechtel Limited Flexible riser system
US5447390A (en) * 1991-07-01 1995-09-05 Institut Francais Du Petrole Process for manufacturing a variable stiffness line and associated element
US5553976A (en) * 1994-02-18 1996-09-10 Korsgaard; Jens Fluid riser between seabed and floating vessel
US5584607A (en) * 1994-02-22 1996-12-17 Bluewater Terminal Systems Single point mooring system
US5749676A (en) * 1995-01-18 1998-05-12 Head; Philip Method of accessing a sub sea well and a guide arrangement therefor
US6527053B2 (en) * 2001-04-05 2003-03-04 Norsk Hydro Asa Arrangement related to riser pipelines
US6619887B1 (en) * 2000-11-21 2003-09-16 Albin A. Szewczyk Method and apparatus for reducing drag and suppressing vortex-induced vibration

Patent Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363683A (en) * 1965-12-23 1968-01-16 Exxon Production Research Co Offshore apparatus and method
US3359741A (en) * 1966-03-11 1967-12-26 Arthur J Nelson Deep water support system
US3461916A (en) * 1966-12-13 1969-08-19 Exxon Production Research Co Flexible flowline
US3841357A (en) * 1972-03-10 1974-10-15 Ihc Holland Nv Piping between a buoy and a stationary conduit
US3794849A (en) * 1972-08-18 1974-02-26 Ite Imperial Corp Power transmission system for connecting floating power plant to stationary conductors
US4065822A (en) * 1976-02-27 1978-01-03 Texaco Inc. Single point mooring with strain relief anchoring
US4200054A (en) * 1976-12-10 1980-04-29 Elliston Thomas L Stabilized hoist rig for deep ocean mining vessel
US4105068A (en) * 1977-07-29 1978-08-08 Chicago Bridge & Iron Company Apparatus for producing oil and gas offshore
US4265567A (en) * 1977-11-30 1981-05-05 A/S Akers Mek. Verksted Riser device
US4279543A (en) * 1978-06-20 1981-07-21 Single Buoy Moorings, Inc. Device for conveying a medium from means provided in a fixed position on a bottom below the water surface to a buoy body
US4290715A (en) * 1979-06-05 1981-09-22 Standard Oil Company (Indiana) Pipeline riser for floating platforms
US4339002A (en) * 1979-08-09 1982-07-13 Halliburton Company Sea buoy discharge manifold system
US4310263A (en) * 1980-06-27 1982-01-12 Exxon Production Research Company Pipeline connection system
US4523877A (en) * 1980-08-21 1985-06-18 Exxon Production Research Co. J-tube method and apparatus
US4360290A (en) * 1980-12-17 1982-11-23 Shell Oil Company Internal pipeline plug for deep subsea pipe-to-pipe pull-in connection operations
US4493589A (en) * 1981-06-30 1985-01-15 Shell Oil Company Internal pipeline plug for deep subsea operations
US4735267A (en) * 1985-03-11 1988-04-05 Shell Oil Company Flexible production riser assembly and installation method
US4793737A (en) * 1986-06-05 1988-12-27 Bechtel Limited Flexible riser system
US4730677A (en) * 1986-12-22 1988-03-15 Otis Engineering Corporation Method and system for maintenance and servicing of subsea wells
US5447390A (en) * 1991-07-01 1995-09-05 Institut Francais Du Petrole Process for manufacturing a variable stiffness line and associated element
US5553976A (en) * 1994-02-18 1996-09-10 Korsgaard; Jens Fluid riser between seabed and floating vessel
US5584607A (en) * 1994-02-22 1996-12-17 Bluewater Terminal Systems Single point mooring system
US5749676A (en) * 1995-01-18 1998-05-12 Head; Philip Method of accessing a sub sea well and a guide arrangement therefor
US6619887B1 (en) * 2000-11-21 2003-09-16 Albin A. Szewczyk Method and apparatus for reducing drag and suppressing vortex-induced vibration
US6527053B2 (en) * 2001-04-05 2003-03-04 Norsk Hydro Asa Arrangement related to riser pipelines

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7712539B2 (en) * 2001-10-09 2010-05-11 Kjelland-Fosterud Einar Riser for connection between a vessel and a point at the seabed
US20040244984A1 (en) * 2001-10-19 2004-12-09 Einar Kjelland-Fosterud Riser for connection between a vessel and a point at the seabed
US20080105433A1 (en) * 2006-08-15 2008-05-08 Terry Christopher Direct acting single sheave active/passive heave compensator
US7798471B2 (en) 2006-08-15 2010-09-21 Hydralift Amclyde, Inc. Direct acting single sheave active/passive heave compensator
US20080302535A1 (en) * 2007-06-08 2008-12-11 David Barnes Subsea Intervention Riser System
US20100307762A1 (en) * 2009-06-04 2010-12-09 Diamond Offshore Drilling, Inc. Riser floatation with anti-vibration strakes
US9845644B2 (en) 2009-06-04 2017-12-19 Diamond Offshore Company Riser floatation with anti-vibration strakes
US8443896B2 (en) * 2009-06-04 2013-05-21 Diamond Offshore Drilling, Inc. Riser floatation with anti-vibration strakes
CN102741496A (en) * 2009-12-04 2012-10-17 泰克尼普法国公司 Assembly for connecting a flexible tubular line to an underwater installation
WO2011067529A3 (en) * 2009-12-04 2012-08-02 Technip France Assembly for connecting a flexible tubular line to an underwater installation
US8985906B2 (en) 2009-12-04 2015-03-24 Technip France Assembly for connection of a flexible tubular pipe to an undersea installation
FR2953552A1 (en) * 2009-12-04 2011-06-10 Technip France CONNECTION ASSEMBLY OF A FLEXIBLE TUBULAR DRIVE TO AN UNDERWATER INSTALLATION.
US9463963B2 (en) 2011-12-30 2016-10-11 National Oilwell Varco, L.P. Deep water knuckle boom crane
US9290362B2 (en) 2012-12-13 2016-03-22 National Oilwell Varco, L.P. Remote heave compensation system
GB2533123A (en) * 2014-12-10 2016-06-15 Magma Global Ltd Composite component deployment configurations
GB2619951A (en) * 2022-06-22 2023-12-27 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers
GB2619950A (en) * 2022-06-22 2023-12-27 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers
GB2619950B (en) * 2022-06-22 2024-10-23 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers
GB2619951B (en) * 2022-06-22 2024-12-04 Subsea 7 Do Brasil Servicos Ltda Improving fatigue resistance of steel catenary risers

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