EP1266118B1 - Tensioning and heave compensating arrangement at a riser - Google Patents

Tensioning and heave compensating arrangement at a riser Download PDF

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Publication number
EP1266118B1
EP1266118B1 EP00911499A EP00911499A EP1266118B1 EP 1266118 B1 EP1266118 B1 EP 1266118B1 EP 00911499 A EP00911499 A EP 00911499A EP 00911499 A EP00911499 A EP 00911499A EP 1266118 B1 EP1266118 B1 EP 1266118B1
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EP
European Patent Office
Prior art keywords
riser
telescopic
pipe
telescopic pipe
arrangement
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.)
Expired - Lifetime
Application number
EP00911499A
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German (de)
French (fr)
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EP1266118A1 (en
Inventor
Jon Grude Gjedebo
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National Oilwell Varco Norway AS
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National Oilwell Norway AS
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Publication of EP1266118A1 publication Critical patent/EP1266118A1/en
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    • 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

  • the present invention regards a tensioning and heave compensating arrangement at a riser that extends between an item of subsea equipment and a surface vessel, in which the riser forms part of a telescopic pipe arrangement.
  • Risers of this type have their lower end attached to subsea equipment such as blowout preventer valves, wellheads or similar, and the top attached to a surface vessel, such as a drillahip or a platform.
  • the riser In order to absorb the vertical heaving motion of the vessel caused by the motion of the sea, it is previously known to provide the upper end section of the riser with a piece of piping that is arranged so as to slide telescopically in the riser. I.e., the riser has a telescopic pipe section at the top.
  • the riser must be kept under continuous tension, and in the case of known risers this is achieved by means of a steel wire that is attached to the riser and kept taut by means of winches or hydraulic/pnematic cylinders that have been assigned pressure sources and accumulators located on board the surface vessel.
  • winches or hydraulic/pnematic cylinders that have been assigned pressure sources and accumulators located on board the surface vessel.
  • the direct use of hydraulic/pneumatic cylinders, i.e. without a steel wire, is also known.
  • the winches must be sized to taka up the weight of the riser and any fluid present in this.
  • the winches must be controllable, so called heave compensatable (vertical motion compensatable), so an to minimise the transfer of heaving movements from the surface vessel to the riser.
  • US Patent Specification 3211224 describes a riser telescopic section located at the lower end of the riser and in which the drilling mud is made available to a piston-cylinder arrangement within the telescopic section, such that a downward force is applied to the piston, which force is directly proportional to the differential weight of the mud inside the riser and the water outside. It is indicated that the apparatus is suitable for operations in water of depth between 30.5 m (100) and 457.2 m (1500 ft). Apparatus according to the present invention is not limited in use to the drilling phase of operations over water.
  • the object of the invention has been to provide a tensioning and heave compensating arrangement at a riser, which arrangement does not require the use of winches in order to keep the riser tensioned or to achieve heave compensation.
  • risers of the relevant type are, as mentioned, provided with a telescopic section at the top.
  • a telescopic section is present at the lower end of a riser that is designed and arranged in accordance with the invention.
  • the lower part of the riser according to the invention forms part of a telescopic pipe arrangement in the area of the subsea equipment as an inner, telescopically movable pipe.
  • a riser according to the invention is at the top secured to the surface vessel in a known manner, and follows the movements of the vessel caused by the motion of the sea, while the mass of the riser ensures that the riser is kept under tension.
  • the telescopic section of the riser may be realised with or without pretensioning that contributes towards increasing the tension in the riser.
  • Figure 1 shows a schematic diagram of a riser 10 extending between a surface vessel 12, such as a drillship, and an item of subsea equipment 14, such as a blowout preventer valve on the seabed 16.
  • a surface vessel 12 such as a drillship
  • subsea equipment 14 such as a blowout preventer valve
  • a lower telescopic riser section in the form of a telescopic pipe arrangement is generally denoted by reference number 18.
  • the surface of the sea is indicated by 20.
  • Figure 2 shows a first embodiment of the invention, in which an internal annular packing 24 that has been arranged so as to provide a sliding seal between the inside of the outer telescopic pipe 22 and the outside of the riser 10, is disposed at the top of the outer telescopic pipe 22, the outer telescopic pipe 22 in the telescopic pipe arrangement 10, 22 being sufficiently dimensioned for extension in the vertical direction to accommodate the maximum vertical movements anticipated from such a surface vessel.
  • Figure 3 shows a second embodiment of the invention, in which the telescopic pipe arrangement 18 at the lower end of the riser 10 is spring-pretensioned.
  • Reference number 26 indicates a helical line-shaped compression spring, the upper end of which abuts the lower surface of an upper, inwardly directed ring flange 22' of the outer telescopic pipe 22, and the lower end of which abuts the upper surface of a shoulder 30 on the lower end of the riser 10.
  • An annular packing 28 provides a sliding seal against the riser 10.
  • FIG. 4 An alternative embodiment shown in Figure 4 represents a third embodiment of the invention.
  • both the inner and the outer diameters of an upper axial pipe section 22a are larger than those of a lower axial pipe section 22b.
  • the pipe section 22a forms a cylinder for a piston 32 with a peripheral packing 34 that provides a sliding seal against the inside of the cylinder 22a.
  • a circumferential packing 36 that provides a sliding seal against the lower end portion of the riser 10 is disposed internally at the transition between the two axial pipe sections 22a and 22b.
  • a cylindrical chamber 38 is formed between the lower surface of the piston 32 and the upper surface of the packing 36 and of an adjacent, inwardly oriented annular part 40 at the above mentioned transition.
  • the upper surface of the piston 32 is exposed to the pressure in the surrounding water, while the underside of the piston 32 is exposed to the pressure in the cylindrical chamber 38.
  • a radially oriented vacuum pipe 42 in communication with the lower end of the cylindrical chamber 38 is connected to a set of pumps (not shown) arranged so as to be able to evacuate the cylindrical chamber 38.
  • telescopic pipe arrangement 18 may also be pretensioned by other means than those shown and described, for example by means of hydraulic pressure accumulators and subsea winches. It is also easy to appreciate that it will be possible to implement this pretensioning by using various combinations of pretensioning means.

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  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)
  • Ship Loading And Unloading (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Continuous Casting (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Paper (AREA)

Abstract

A special installation of a riser (10) that extends between an item of subsea equipment (14) and a surface vessel (12) has been described, which installation in particular is intended for use in connection with offshore oil extration, and in which the rise (10) is provided with a telescopic section. For the purpose of heave compensation, the riser (10) is installed in a manner such tat said telescopic section (18) is located at the lower end of the riser (10), heave compensation being effected by the telescopic mobility of the riser (10), while the mass of the riser (10), when suspended in this manner, keeps the rise (10) tensioned.

Description

The present invention regards a tensioning and heave compensating arrangement at a riser that extends between an item of subsea equipment and a surface vessel, in which the riser forms part of a telescopic pipe arrangement.
Risers of this type have their lower end attached to subsea equipment such as blowout preventer valves, wellheads or similar, and the top attached to a surface vessel, such as a drillahip or a platform.
In order to absorb the vertical heaving motion of the vessel caused by the motion of the sea, it is previously known to provide the upper end section of the riser with a piece of piping that is arranged so as to slide telescopically in the riser. I.e., the riser has a telescopic pipe section at the top.
The riser must be kept under continuous tension, and in the case of known risers this is achieved by means of a steel wire that is attached to the riser and kept taut by means of winches or hydraulic/pnematic cylinders that have been assigned pressure sources and accumulators located on board the surface vessel. The direct use of hydraulic/pneumatic cylinders, i.e. without a steel wire, is also known. The winches must be sized to taka up the weight of the riser and any fluid present in this. Moreover, the winches must be controllable, so called heave compensatable (vertical motion compensatable), so an to minimise the transfer of heaving movements from the surface vessel to the riser.
Considerable disadvantages and drawbacks are associated with the prior art within the relevant area. Thus it has proven difficult to control the tension in the riser, and during heavy seas the connection between the riser and the subsea equipment may become overtensioned.
In the case of subsea operations through use of risers at great depths and with correspondingly long risers, designed and supported in accordance with prior art, the heave compensating suspension arrangement will require a winch of considerable capacity, which complicates and makes the surface vessel more expensive.
US Patent Specification 3211224 describes a riser telescopic section located at the lower end of the riser and in which the drilling mud is made available to a piston-cylinder arrangement within the telescopic section, such that a downward force is applied to the piston, which force is directly proportional to the differential weight of the mud inside the riser and the water outside. It is indicated that the apparatus is suitable for operations in water of depth between 30.5 m (100) and 457.2 m (1500 ft). Apparatus according to the present invention is not limited in use to the drilling phase of operations over water.
The object of the invention has been to provide a tensioning and heave compensating arrangement at a riser, which arrangement does not require the use of winches in order to keep the riser tensioned or to achieve heave compensation.
This object is realised according to the invention, by arranging a riser of the type mentioned at the beginning in accordance with the characterising part of Claim 1.
Known risers of the relevant type are, as mentioned, provided with a telescopic section at the top.
Unlike the known emplacement of said telescopic section, a telescopic section is present at the lower end of a riser that is designed and arranged in accordance with the invention. Thus, the lower part of the riser according to the invention forms part of a telescopic pipe arrangement in the area of the subsea equipment as an inner, telescopically movable pipe.
A riser according to the invention is at the top secured to the surface vessel in a known manner, and follows the movements of the vessel caused by the motion of the sea, while the mass of the riser ensures that the riser is kept under tension. By so doing, an advantageous technological double effect is achieved by use of simplified and inexpensive means.
The telescopic section of the riser may be realised with or without pretensioning that contributes towards increasing the tension in the riser.
Non-limiting examples of three preferred embodiments are explained in greater detail in the following part of the description, with reference to the accompanying drawings, in which:
  • Figure 1 schematically shows a side view of a riser extending between a blowout preventer valve on the seabed and a surface vessel;
  • Figure 2 shows an enlarged side view, partly in section, of the lower part of the riser that forms part of a telescopic pipe arrangement placed below;
  • Figure 3 corresponds to Figure 2, however here said telescopic pipe arrangement is spring-pretensioned in the axial direction;
  • Figure 4 shows a third embodiment of the lower telescopic pipe arrangement, which in this case is pretensioned through use of hydrostatic pressure.
    • Figure 1 shows a schematic diagram of a riser 10 extending between a surface vessel 12, such as a drillship, and an item of subsea equipment 14, such as a blowout preventer valve on the seabed 16.
    A lower telescopic riser section in the form of a telescopic pipe arrangement is generally denoted by reference number 18. The surface of the sea is indicated by 20.
    The telescopic pipe arrangement 18, in which the outer pipe is denoted by 22 and the inner pipe consists of the riser 10, allows the riser to perform vertical movements up and down as a result of the motion of the sea acting on the surface vessel 12 and lifting/lowering this. It is the magnitude of the vertical movements of the vessel that must be absorbed by the telescopic pipe arrangement through the movement of the lower end portion of the riser in the outer telescopic pipe 22.
    In the case of such an arrangement, in which the telescopic riser section is located at the bottom, the mass of the riser 10 will maintain the tension in the riser. This avoids the use of high capacity winches for tensioning the riser catlines in accordance with prior art.
    The general arrangement in Figure 1 applies to all three embodiments shown in 2, 3 and 4 respectively.
    Figure 2 shows a first embodiment of the invention, in which an internal annular packing 24 that has been arranged so as to provide a sliding seal between the inside of the outer telescopic pipe 22 and the outside of the riser 10, is disposed at the top of the outer telescopic pipe 22, the outer telescopic pipe 22 in the telescopic pipe arrangement 10, 22 being sufficiently dimensioned for extension in the vertical direction to accommodate the maximum vertical movements anticipated from such a surface vessel.
    Figure 3 shows a second embodiment of the invention, in which the telescopic pipe arrangement 18 at the lower end of the riser 10 is spring-pretensioned. Reference number 26 indicates a helical line-shaped compression spring, the upper end of which abuts the lower surface of an upper, inwardly directed ring flange 22' of the outer telescopic pipe 22, and the lower end of which abuts the upper surface of a shoulder 30 on the lower end of the riser 10. An annular packing 28 provides a sliding seal against the riser 10.
    In addition to the tension effected by the mass of the riser 10, further tension is applied to the riser 10 by the pretensioned spring 26 acting between its said abutment surfaces.
    An alternative embodiment shown in Figure 4 represents a third embodiment of the invention.
    Here, longitudinal sections of the outer pipe in the telescopic pipe arrangement 18 have been constructed with different inner and outer diameters. Thus, both the inner and the outer diameters of an upper axial pipe section 22a are larger than those of a lower axial pipe section 22b. The pipe section 22a forms a cylinder for a piston 32 with a peripheral packing 34 that provides a sliding seal against the inside of the cylinder 22a. A circumferential packing 36 that provides a sliding seal against the lower end portion of the riser 10 is disposed internally at the transition between the two axial pipe sections 22a and 22b.
    By this arrangement, a cylindrical chamber 38 is formed between the lower surface of the piston 32 and the upper surface of the packing 36 and of an adjacent, inwardly oriented annular part 40 at the above mentioned transition.
    The upper surface of the piston 32 is exposed to the pressure in the surrounding water, while the underside of the piston 32 is exposed to the pressure in the cylindrical chamber 38.
    A radially oriented vacuum pipe 42 in communication with the lower end of the cylindrical chamber 38 is connected to a set of pumps (not shown) arranged so as to be able to evacuate the cylindrical chamber 38. Thus, the pressure of the water at the top of the piston 32 results in a downward acting force being applied to this, and by so doing contributes towards tensioning the riser 10.
    It is easy to appreciate that the telescopic pipe arrangement 18 may also be pretensioned by other means than those shown and described, for example by means of hydraulic pressure accumulators and subsea winches. It is also easy to appreciate that it will be possible to implement this pretensioning by using various combinations of pretensioning means.

    Claims (3)

    1. A riser arrangement for heave compensation and riser tensioning and extending between an item of subsea equipment (14) and a surface vessel (12) eg a drillship, the riser comprising a riser string (10) a lower end part of which is enclosed at least partially in the longitudinal direction in an outer telescopic pipe (22, 22a, 22b) in telescopic relationship therewith to form a telescopic riser section (18), the lower end of said pipe (22, 22a, 22b) being connected to said subsea equipment (14), the telescopic riser section (18) being arranged to effect the heave compensation while tensioning of the riser (10) is achieved through the weight thereof on its own or combined with pretensioning means connected to the telescopic riser section (18) at the lower end of the riser string (10), the riser string (10) supporting a transverse annular disc-shaped flange (30, 32) within the telescopic riser section (18), characterised in that the upper surface of the flange (30, 32) is adapted to be pressure loaded for the purpose of pretensioning, hydraulically by means of ambient water pressure and/or mechanically by means of a spring (26).
    2. Arrangement according to Claim 1, wherein the outer telescopic pipe (22) at the top has a ring flange (22') oriented inward in the radial direction, and where the riser (10) at its lowest end is provided with a shoulder (30), a collar or a similar radial, circumferential projection formed by said annular disc-shaped flange (30), between which shoulder (30) and the lower surface of the inwardly projecting ring flange (22') is mounted a compression spring in the form of a helical spring (26).
    3. Arrangement according to Claim 1, wherein the upper part of the outer pipe (22) of the telescopic pipe arrangement (18) is shaped as a cylinder (22a) for an annular piston (32) that is formed by said annular disc-shaped flange (32) and is connected to the lower part of the riser (10), which part forms part of the telescopic pipe arrangement, upper and lower packings (34, 36) defining a cylindrical chamber (38) below the piston (32), which cylindrical chamber (38) is designed so as to allow it to be evacuated, the lower part (22b) of said outer telescopic pipe (22) is inswept relative to the upper cylindrical part (22a), the central, circumferential lower packing (36) that provides sliding contact with the lower part of the riser (10) being disposed at the transition (by 40) between the upper and lower outer telescopic pipe parts (22a, 22b), and where a vacuum pipe (42) that can be connected to a pump designed to be able to evacuate the cylindrical chamber (38) is connected to the lower end of the cylindrical chamber (38).
    EP00911499A 2000-03-20 2000-03-20 Tensioning and heave compensating arrangement at a riser Expired - Lifetime EP1266118B1 (en)

    Applications Claiming Priority (1)

    Application Number Priority Date Filing Date Title
    PCT/NO2000/000096 WO2001077483A1 (en) 2000-03-20 2000-03-20 Tensioning and heave compensating arrangement at a riser

    Publications (2)

    Publication Number Publication Date
    EP1266118A1 EP1266118A1 (en) 2002-12-18
    EP1266118B1 true EP1266118B1 (en) 2005-10-05

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    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP00911499A Expired - Lifetime EP1266118B1 (en) 2000-03-20 2000-03-20 Tensioning and heave compensating arrangement at a riser

    Country Status (7)

    Country Link
    EP (1) EP1266118B1 (en)
    AT (1) ATE306012T1 (en)
    AU (1) AU2000233365A1 (en)
    BR (1) BR0017176A (en)
    CA (1) CA2400736A1 (en)
    DE (1) DE60023039D1 (en)
    WO (1) WO2001077483A1 (en)

    Families Citing this family (4)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    NO317231B1 (en) 2002-11-20 2004-09-20 Nat Oilwell Norway As Tightening system for production rudder in a riser at a liquid hydrocarbon production plant
    NO330288B1 (en) * 2008-06-20 2011-03-21 Norocean As Slip connection with adjustable bias
    US9528328B2 (en) 2012-01-31 2016-12-27 Schlumberger Technology Corporation Passive offshore tension compensator assembly
    US9133670B2 (en) 2012-07-26 2015-09-15 Cameron International Corporation System for conveying fluid from an offshore well

    Family Cites Families (4)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US3211224A (en) * 1963-10-09 1965-10-12 Shell Oil Co Underwater well drilling apparatus
    US3889747A (en) * 1973-07-23 1975-06-17 Regan Offshore Int Telescopic riser tensioning apparatus
    NO153700C (en) * 1983-12-22 1986-05-07 Tentech Int As MARINT RISING SYSTEM.
    EP0478094A3 (en) * 1986-07-31 1992-05-20 Otis Engineering Corporation Method and system for attaching and removing equipment from a wellhead

    Also Published As

    Publication number Publication date
    EP1266118A1 (en) 2002-12-18
    CA2400736A1 (en) 2001-10-18
    WO2001077483A1 (en) 2001-10-18
    AU2000233365A1 (en) 2001-10-23
    DE60023039D1 (en) 2006-02-16
    ATE306012T1 (en) 2005-10-15
    BR0017176A (en) 2002-12-10

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