EP3033269A2 - Steigrohrstabilisierung - Google Patents

Steigrohrstabilisierung

Info

Publication number
EP3033269A2
EP3033269A2 EP14759113.5A EP14759113A EP3033269A2 EP 3033269 A2 EP3033269 A2 EP 3033269A2 EP 14759113 A EP14759113 A EP 14759113A EP 3033269 A2 EP3033269 A2 EP 3033269A2
Authority
EP
European Patent Office
Prior art keywords
riser
thrust
thrusters
thrust unit
pairs
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.)
Withdrawn
Application number
EP14759113.5A
Other languages
English (en)
French (fr)
Inventor
Frode HAUGOM
Ronny Skauen
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.)
Propocean As
Original Assignee
Propocean As
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
Priority claimed from GBGB1314480.3A external-priority patent/GB201314480D0/en
Priority claimed from GB201401925A external-priority patent/GB201401925D0/en
Application filed by Propocean As filed Critical Propocean As
Publication of EP3033269A2 publication Critical patent/EP3033269A2/de
Withdrawn legal-status Critical Current

Links

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
    • E21B17/10—Wear protectors; Centralising devices, e.g. stabilisers
    • E21B17/1078—Stabilisers or centralisers for casing, tubing or drill pipes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • B63B21/502—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs
    • 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
    • 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
    • E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/02—Couplings; joints
    • E21B17/08—Casing joints
    • E21B17/085—Riser connections
    • 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
    • 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
    • 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
    • E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
    • E21B41/04—Manipulators for underwater operations, e.g. temporarily connected to well heads
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
    • B63B39/08—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using auxiliary jets or propellers

Definitions

  • the present invention provides a method of stabilising a riser connecting a structure on the seabed, such as a wellhead, to the sea surface, the method comprising: applying an oscillating force to the riser using a thrust unit on the riser, so as to counteract an oscillating movement of the riser.
  • the thrust unit may be mounted to the riser, for example being formed separately and mounted in accordance with the following method, or the thrust unit may be formed integrally with the riser, for example it could be formed together with one of the riser segments during manufacture.
  • the oscillating force from the thrust unit is applied at a location along the length of the riser.
  • the precise location will vary depending on a number of factors, such as the particular riser properties, local weather conditions, number of thrust units used, etc., but the location is typically between 10% and 90% along the length of the riser.
  • oscillating force and oscillating movement are intended to refer to a force and a displacement, respectively, having a repetitive variation in time.
  • the oscillation may be a repeated sinusoidal type variation in time.
  • the oscillating movement of the riser to be counteracted preferably has a period of over 1 second.
  • the method may comprise the step of locating the thrust unit on the riser, for example by mounting the thrust unit on the riser.
  • the method comprises locating the thrust unit on the riser at a predetermined location, this location being selected to maximise the corrective effect of the thrust unit on expected oscillating movements of the riser.
  • the method may therefore further comprise: modelling the oscillating movement of the riser; predicting the location of an antinode of the oscillating movement based on the modelling; and locating the thrust unit on the riser at the predicted antinode location.
  • the method may include predicting the locations of multiple antinodes and locating multiple thrust units on the riser at two or more of the predicted antinode locations.
  • a further oscillating force may be applied to the riser using a second thrust unit configured to be located on the riser at a location axially offset from the first thrust unit.
  • the second thrust unit is preferably also positioned at an antinode of the oscillating movement of the riser. However, it may of course be positioned elsewhere.
  • the antinode made be an antinode of a different mode of vibration of the oscillating movement of the riser from that of the first thruster.
  • the or each thrust unit preferably comprises a pair of thrusters on opposite sides of the riser, wherein first and second thrusters of the pair may be aligned and hence provide thrust in parallel with each other.
  • first and second thrusters of the pair may be aligned and hence provide thrust in parallel with each other.
  • a first thruster of the pair of thrusters is configured so as to be on an opposite side of the riser to a second thruster of the pair of thrusters, when the frame is mounted to the riser.
  • the plurality of pairs of thrusters comprises three pairs of thrusters.
  • the present invention provides a computer program product comprising computer readable instructions that, when executed, will cause a processor to perform a method comprising: receiving parameters of a riser; modelling oscillating movement of the riser when connecting a structure on the seabed to the sea surface; and determining a location for a thrust unit on the riser to counteract the oscillating movement based on the modelling.
  • the determined location is preferably an antinode of the oscillating movement and may be determined by modelling as discussed above in relation to the methods of the invention and preferred embodiments.
  • a resulting thrust force can be generated in any horizontal direction on the riser 106.
  • the thrust unit 108 has designed redundancy because only two non-parallel thruster pairs are required to generate a resulting thrust in any horizontal direction. Thus, if any thruster pair 1 10, 1 12, 1 14 fails, for example by one of the thrusters 1 10a, 1 12a, 1 14a, 1 10b, 1 12b, 1 14b becoming ineffective or less effective, the thrust unit 108 can still operate at maximum capacity.
  • the optimal locations for mounting the first and second thrust units 120, 122 is determined by the method discussed above.
  • the riser 106 in Figure 7 is shown exhibiting oscillating movement having three nodes (at the platform 102, the wellhead 104 and approximately at the middle of the riser 106) and two antinodes (approximately one quarter and three quarters along the length of the riser 106).
  • the first and second thrust units 120, 122 are respectively positioned at the antinodes.
  • thrust units 108, 120, 122, 208 have been described as units formed separately of the riser 106, they may of course be formed integrally with the riser, for example formed together with a riser segment to be installed in the riser 106 during manufacture.

Landscapes

  • 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)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Chemical & Material Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Catching Or Destruction (AREA)
EP14759113.5A 2013-08-13 2014-08-13 Steigrohrstabilisierung Withdrawn EP3033269A2 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GBGB1314480.3A GB201314480D0 (en) 2013-08-13 2013-08-13 Riser stabilisation
GB201401925A GB201401925D0 (en) 2014-02-05 2014-02-05 Riser stabilisation
PCT/EP2014/067317 WO2015022357A2 (en) 2013-08-13 2014-08-13 Riser stabilisation

Publications (1)

Publication Number Publication Date
EP3033269A2 true EP3033269A2 (de) 2016-06-22

Family

ID=51492289

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14759113.5A Withdrawn EP3033269A2 (de) 2013-08-13 2014-08-13 Steigrohrstabilisierung

Country Status (6)

Country Link
US (1) US20160201407A1 (de)
EP (1) EP3033269A2 (de)
BR (1) BR112016002576A2 (de)
GB (1) GB2517309B (de)
RU (1) RU2016105336A (de)
WO (1) WO2015022357A2 (de)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9903509B2 (en) * 2015-04-07 2018-02-27 Ensco International Incorporated Riser deflection mitigation
EP3280869A4 (de) * 2015-04-07 2019-01-02 Ensco International Incorporated Steigleitungsablenkungsabschwächung
WO2016178044A1 (en) * 2015-05-07 2016-11-10 Total Sa A method of drilling or exploiting a well using an offshore platform and a riser subject to water current
US9719330B2 (en) * 2015-12-28 2017-08-01 Cameron International Corporation Subsea equipment pendulum arrestor and method for its use
CN105818938A (zh) * 2016-04-01 2016-08-03 南京理工大学 带有稳定控制装置的水面浮动平台
CN106930706A (zh) * 2016-05-13 2017-07-07 山东科技大学 一种深海立管射水型主动抑振装置
US9739101B1 (en) * 2016-07-13 2017-08-22 Ensco International Incorporated Riser deflection mitigation
US10294729B2 (en) * 2017-10-17 2019-05-21 Ensco International Incorporated Riser and subsea equipment guidance
US11158718B2 (en) * 2019-04-15 2021-10-26 Micron Technology, Inc. Assemblies which include wordlines having a first metal-containing material at least partially surrounding a second metal-containing material and having different crystallinity than the second metal-containing material
GB2593494B (en) * 2020-03-24 2022-09-07 Subsea 7 Do Brasil Servicos Ltda Subsea Risers
CN112857840B (zh) * 2021-01-04 2022-05-27 中车青岛四方机车车辆股份有限公司 基于等效载荷的构架疲劳损伤评估方法
WO2022159815A2 (en) * 2021-01-22 2022-07-28 Agellus Tankbot 360 Inc. Robotic modular submersible device and methods

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020035957A1 (en) * 2000-02-04 2002-03-28 Fischer Ferdinand J. Thruster apparatus and method for reducing fluid-induced motions of and stresses within an offshore platform

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3553968A (en) * 1968-12-19 1971-01-12 Texaco Development Corp Stabilized offshore platform
JP3276176B2 (ja) * 1992-10-08 2002-04-22 三菱重工業株式会社 深海吊下管の位置制御装置
US6027286A (en) * 1997-06-19 2000-02-22 Imodco, Inc. Offshore spar production system and method for creating a controlled tilt of the caisson axis
AU2000267399A1 (en) * 2000-03-20 2001-10-03 National Oilwell Norway As A riser device
EP1265785B1 (de) * 2000-03-20 2004-11-03 Francois Bernard Gerät zum mit grosser genauigkeit niedersetzen von gegenständen auf eine unterwasser-zielposition und verfahren zum steuern eines solchen gerätes
EP2457818B1 (de) * 2010-11-25 2013-09-04 Alstom Wind, S.L.U. Verfahren zum Betreiben einer Offshore-Windenergieanlage und Offshore-Windenergieanlage
GB2529491B (en) * 2014-11-14 2020-09-16 Caltec Production Solutions Ltd A method of using a surface jet pump to mitigate severe slugging in pipes and risers

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020035957A1 (en) * 2000-02-04 2002-03-28 Fischer Ferdinand J. Thruster apparatus and method for reducing fluid-induced motions of and stresses within an offshore platform

Also Published As

Publication number Publication date
GB201414324D0 (en) 2014-09-24
GB2517309A (en) 2015-02-18
US20160201407A1 (en) 2016-07-14
BR112016002576A2 (pt) 2017-08-01
WO2015022357A9 (en) 2015-07-23
RU2016105336A (ru) 2017-09-15
GB2517309B (en) 2017-05-10
WO2015022357A2 (en) 2015-02-19
WO2015022357A3 (en) 2015-05-28

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