US20040026081A1 - System for accommodating motion of a floating body - Google Patents
System for accommodating motion of a floating body Download PDFInfo
- 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
Links
- 238000000034 method Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000002250 absorbent Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 241000191291 Abies alba Species 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
Images
Classifications
-
- 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
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/01—Risers
- E21B17/017—Bend restrictors for limiting stress on risers
-
- 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
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/01—Risers
- E21B17/015—Non-vertical risers, e.g. articulated or catenary-type
-
- 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
- E21B19/00—Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
- E21B19/002—Handling 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
- E21B19/004—Handling 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
- E21B19/006—Handling 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
- 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.
- 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.
- 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).
- There is therefore a need for a relatively low-cost, simple riser that compensates for the motion of a floating vessel.
- The above issues are addressed, in various aspects of the invention, using a riser with an elbow.
- 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.
- 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.
- As before, curves of various shapes, and even straight portions, are used in a variety of alternative embodiments.
- 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.
- According to one example embodiment of the invention, seen in FIG. 1, substantially horizontal
well entry pipe 13 is in a substantially horizontal connection to thewellhead 12. Horizontalwell entry pipe 13 connects to aninflexible elbow 15 that is also connected to a substantiallyvertical riser pipe 17.Vertical riser pipe 17 is connected to a floating-body 16. Both the horizontalwell entry pipe 13 and thevertical 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 floatingbody 16, so that the forces exerted by the heave or other motion of the floating-body 16 are substantially isolated from thewellhead 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.
- Referring now to FIG. 2, in another example, a riser pipe spur18 is seen and comprises a substantially vertical connection to the
wellhead 12. Riser pipe spur 18 is connected to anelbow 15 that is also connected to avertical riser pipe 17. In one embodiment, thisvertical 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 floatingbody 16, thereby reducing the forces exerted on thewellhead 12. In further embodiments,multiple elbows 15 are used to connect multiple sections of theriser 14. - By flexing, as illustrated in FIGS. 3 and 4, 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 andvertical riser pipes riser 14 are designed to flex or bend. In some embodiments, seen in the examples of FIGS. 6A and 6B, the pre-determined portion comprisespre-formed curves 19. - In FIG. 5A, the
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
pre-formed curves 19 in a single plane. In some embodiments, thepre-formed curves 19 are sinusoidal; and, in other embodiments, thepre-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, thepre-formed curves 19 comprise several connected segments of pipes, while in still other embodiments, thepre-formed curves 19 exist in multiple sections of theriser 14. - FIG. 6 shows an example in which
pre-formed curves 19 are formed in a part of thevertical riser pipe 17. In another,pre-formed curves 19 are formed in the horizontalwell entry pipe 15. In still another embodiment,pre-formed curves 19 are formed in both the horizontalwell entry pipe 15 and thevertical riser pipe 17. - Referring again to the example in FIG. 1, the
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, theelbow 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-
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
riser 14 is at least partially suspended from the floatingbody 16 in one embodiment. At theelbow 15, the tension is sufficient to prevent theriser 14 from buckling due to compression resulting from the combined weight of theriser 14 and its contents. The tension in theriser 14 is also sufficient to keep thevertical riser pipe 17 in an essentially vertical orientation to prevent it from clashing with adjacent risers. In one embodiment, the flexing of theriser 14 are the only means for absorbing the force exerted by the motion of the floating-body 16. In other embodiments, the flexing of theriser 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 thewhole riser 14. If, for example, the top end of theriser 14 should move beyond its normal operating design limits, either horizontally or vertically, the energy-absorbent, pre-determined portion of theriser 14 flexes, without local buckling, and still maintains structural integrity. This situation might occur if, for example, thesurface 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
riser 14, the segments are joined by theelbow 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.
Claims (12)
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.
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 |
Applications Claiming Priority (1)
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 |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/626,044 Continuation-In-Part US20040163817A1 (en) | 2002-08-07 | 2003-07-24 | Offshore well production riser |
Publications (1)
Publication Number | Publication Date |
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US20040026081A1 true US20040026081A1 (en) | 2004-02-12 |
Family
ID=31494573
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US10/213,966 Abandoned US20040026081A1 (en) | 2002-08-07 | 2002-08-07 | System for accommodating motion of a floating body |
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US (1) | US20040026081A1 (en) |
Cited By (10)
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 |
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