WO1999005389A1 - Systeme flottant pour un tube goulotte - Google Patents
Systeme flottant pour un tube goulotte Download PDFInfo
- Publication number
- WO1999005389A1 WO1999005389A1 PCT/US1998/015200 US9815200W WO9905389A1 WO 1999005389 A1 WO1999005389 A1 WO 1999005389A1 US 9815200 W US9815200 W US 9815200W WO 9905389 A1 WO9905389 A1 WO 9905389A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- modules
- riser
- buoyancy
- flotation system
- assemblies
- 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.)
- Ceased
Links
Classifications
-
- 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
- B63B39/005—Equipment to decrease ship's vibrations produced externally to the ship, e.g. wave-induced vibrations
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
-
- 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
- E21B17/012—Risers with buoyancy elements
-
- 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
- B63B2021/504—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs comprising suppressors for vortex induced vibrations
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B2231/00—Material used for some parts or elements, or for particular purposes
- B63B2231/70—Glass
- B63B2231/72—Hollow glass microspheres
Definitions
- This invention relates generally to marine risers connecting submerged well heads to floating drilling rigs, and is concerned in particular with a flotation system for such risers.
- syntactic foam buoyancy modules are employed to impart buoyant lift to the steel riser pipe, thereby eliminating most of the weight of the riser in sea water.
- the goal is to offset as much of the riser weight as possible without making the riser positively buoyant, which could lead to a dangerous condition.
- the target is to provide buoyancy equal to about 95% -98% of the riser weight in sea water. This enables safe operation of the drill rig in all kinds of sea states without undue wear and tear on its riser support mechanisms.
- the major constraints on the amount of buoyancy that can be provided are (1) the density of the syntactic foam, which must necessarily increase as the water depth increases, and (2) the diameter of the opening in the rotary table on the drilling rig, through which the riser and its attached buoyancy modules must be lowered.
- syntactic foam density ranges from 26.0 lbs per cubic foot at a depth of 2,000 feet to 36.0 lbs per cubic foot at 10,000 feet.
- Rotary table diameter openings are standardized at 39.50", 49.50", and 60.00". In today's increasing water depths, it is often difficult to provide as much buoyancy as the drilling engineer requires, and the rig operator must therefore compromise between safety margins and operating efficiencies over a wide range of conditions.
- the present invention is an improvement whereby the buoyancy modules are integrally shaped externally to reduce VIV formation in a way analogous to the strakes referred to above.
- the shaped modules are configured and dimensioned to pass intact through the rotary table, so that no time-consuming assembly or disassembly on board the drilling rig is required. Integral molding of the VIV interfering shapes does not add appreciable cost to the system.
- the integrally molded shaped externally modules of the present invention are inherently less volumetrically efficient, suffering a reduction of 20% to 30% less volume than conventional cylindrical modules of the same external diameter. This loss in volume is reflected in an equivalent reduction in buoyancy.
- the present invention obviates this problem by taking advantage of the fact that it is not necessary to cover the entire riser string with integrally molded shaped modules in order to effect the desired reduction in VIV.
- Ocean currents are most often restricted to relatively shallow depths, typically the uppermost 300 to 500 feet. In the case of the deep water wells, this amounts to only about 10% of the total riser length being at risk of damage from currents.
- the lower density of the uppermost modules can be used to advantage to offset some if not all of the buoyancy deficit resulting from their non-cylindrical contours.
- overall buoyancy loss with a system according to the present invention will be only 2.0 to 3.0% less than that which might otherwise be achieved with conventional systems.
- Figure 1 is a somewhat diagrammatic illustration, not to scale, of a drilling installation with a marine riser flotation system in accordance with the present invention
- Figure 2 is a three dimensional view of conventional cylindrical buoyancy modules
- FIG 3 is a horizontal sectional view through the buoyancy modules shown in Figure 2;
- Figure 4 is a three dimensional view of a buoyancy module in accordance with the present invention.
- FIG. 5 is a horizontal sectional view through the buoyancy module of Figure 4.
- Figure 6 is a side view looking upwardly with respect to Figure 5;
- Figure 7 is a side view at 90° with respect to Figure 6.
- a marine riser flotation system is generally depicted at 10.
- the flotation system is used to encase and impart buoyant lift to a riser string extending downwardly from a drilling rig 12 floating on the ocean surface to a submerged well head 14 at the ocean floor.
- module halves 16a, 16b encase the drill pipe 18 and its associated service conduits 20, 22.
- the module halves are secured together by external straps 24, and are externally configured to provide a cylindrical exterior surface exposed to the surrounding water.
- the riser string is exposed to ocean currents which are most often restricted to relatively shallow depths, typically the uppermost 300- 500 ft as indicated at 26 in Figure 1.
- vortices 28 see Figure 3
- the external shape of the module halves 30a, 30b are changed from simple cylinders to a new geometry which prevents the formation of regular and repetitive streets of vortices.
- the new shape is kept as close as possible to the prior art cylindrical configuration so as to conserve volumetric displacement.
- the new external shape defines a twisted hexagon having six flat sides , each of which twists to thereby define a helical facet 32.
- the six helical facets are tangent to an inner reference circle 34 and comprise chords of an outer reference circle 36, with the inner and outer reference circles being concentric with respect to a common central axis "A".
- the facets 32 extend helically with respect to the axis A.
- the diameter of the inner reference circle 34 is preferably about 80-90% of the diameter of the outer reference circle 36.
- the twisted configuration of the facets 32 staggers the formation of vortices
- any number between about 5 to 8 should operate satisfactorily.
- the helical angle of twist of the facets should preferably be about 3-6°, with the helically extending facets of successive module assemblies defining continuous helixes extending along the length of the riser encased by the shaped modules.
- the higher syntactic foam densities of the module 16a, 16b is offset by the greater volume afforded by their cylindrical configurations.
- the decreased volumes of the uppermost modules 30a, 30b is also offset by their relatively lower syntactic foam densities.
- the advantages of the present invention are its inherent simplicity, ruggedness and economy. Integrally molding vortex-shedding capability into the external surfaces of the module halves adds a margin of safety and operating latitude to the riser with no extra parts and at little if any extra cost.
- the new shapes are as rugged as conventional cylindrical shapes, and far more durable than separately applied fragile fairings or strakes. Since no shipboard installation and removal of separate components is involved, valuable rig time is more efficiently utilized.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Architecture (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
Des modules flottants sont formés extérieurement d'un seul tenant pour réduire la formation de vibrations induites par les tourbillons. Les modules formés sont configurés et dimensionnés pour passer en restant intacts dans une table de rotation, ce qui évite toute opération longue d'assemblage ou de démontage à bord d'une plate-forme de forage. Le moulage d'un seul tenant des formes interférant avec les vibrations induites par les tourbillons n'augmente pas le coût du système. Les modules moulés selon la présente invention présentent un rendement volumétrique moindre, et un volume de 20 à 30 % inférieur à celui des modules cylindriques traditionnels de même diamètre extérieur. Cette perte de volume se traduit par une réduction similaire de la flottabilité. La présente invention permet de résoudre ce problème en tirant profit du fait qu'il n'est pas nécessaire de couvrir la totalité de la colonne de tubes goulottes avec les modules formés selon l'invention pour réduire les vibrations induites par les tourbillons. Les courants océaniques sont souvent restreints à des fonds relativement profonds, en général de 300 à 500 pieds. Dans le cas de puits de grands fonds, cela signifie que 10 % seulement de la longueur totale du tube goulotte risquent d'être endommagés par les courants. Dans bon nombre de cas, la plus faible densité des modules supérieurs peut être utilisée de manière avantageuse pour compenser une partie, voire même la totalité, du manque de flottabilité due aux profils non cylindriques. Ainsi, même dans les cas les plus extrêmes, la perte de flottabilité globale avec le système selon la présente invention ne sera inférieure que de 2,0 à 3,0 % à celle que l'on aurait obtenue avec les systèmes traditionnels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU85807/98A AU8580798A (en) | 1997-07-23 | 1998-07-23 | A floating system for a marine riser |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US5352597P | 1997-07-23 | 1997-07-23 | |
| US60/053,525 | 1997-07-23 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1999005389A1 true WO1999005389A1 (fr) | 1999-02-04 |
Family
ID=21984876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US1998/015200 Ceased WO1999005389A1 (fr) | 1997-07-23 | 1998-07-23 | Systeme flottant pour un tube goulotte |
Country Status (2)
| Country | Link |
|---|---|
| AU (1) | AU8580798A (fr) |
| WO (1) | WO1999005389A1 (fr) |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000061433A1 (fr) * | 1999-04-08 | 2000-10-19 | Shell Internationale Research Maatschappij B.V. | Systeme de reduction de vibration induite par effet vortex sur un element naval |
| WO2001053651A1 (fr) * | 2000-01-24 | 2001-07-26 | Bouygues Offshore | Dispositif de liaison fond-surface comportant un dispositif stabilisateur |
| GB2362444A (en) * | 2000-04-10 | 2001-11-21 | Crp Group Ltd | Protection of underwater elongate members |
| WO2002018709A1 (fr) * | 2000-08-30 | 2002-03-07 | Crp Group Limited | Protection d'elements allonges immerges |
| WO2002016727A3 (fr) * | 2000-08-21 | 2002-12-12 | Cso Aker Maritime Inc | Systeme, dispositif et procede de flottabilite de materiel façonne |
| GB2378493A (en) * | 1998-03-07 | 2003-02-12 | Crp Group Ltd | Cladding comprising semi-tubular sections with projections |
| NL1021347C2 (nl) * | 2002-08-28 | 2004-03-02 | Lankhorst Special Mouldings B | Suppressie-element voor wervelvibraties, bouwpakket, suppressiestelsel, inrichting voor het winnen van delfstoffen en een matrijs. |
| GB2441534A (en) * | 2007-01-17 | 2008-03-12 | Trelleborg Crp Ltd | De-correlation rings for vortex induced vibration suppression |
| WO2009109776A3 (fr) * | 2008-03-03 | 2009-12-03 | Trelleborg Crp Limited | Moule pour former une gaine sur un élément allongé |
| WO2010048080A1 (fr) * | 2008-10-23 | 2010-04-29 | Shell Oil Company | Systèmes et procédés de réduction des vibrations induites par vortex |
| WO2010126971A3 (fr) * | 2009-05-01 | 2011-02-24 | Shell Oil Company | Systèmes et procédés pour réduire des vibrations induites par vortex |
| CN102313638A (zh) * | 2011-08-15 | 2012-01-11 | 上海交通大学 | 均匀流下的深海立管分段模型双向强迫振动实验装置 |
| CN102967431A (zh) * | 2012-11-06 | 2013-03-13 | 上海交通大学 | 模拟均匀流下深海立管双向自激振动的试验装置 |
| CN102980732A (zh) * | 2012-11-06 | 2013-03-20 | 上海交通大学 | 模拟均匀流下深海立管横向自激振动的试验装置 |
| CN104406754A (zh) * | 2014-11-25 | 2015-03-11 | 上海交通大学 | 双向强迫振荡状态下的深海细长立管的动力响应测试装置 |
| CN104406753A (zh) * | 2014-11-25 | 2015-03-11 | 上海交通大学 | 垂直强迫振荡下的深海细长立管的动力响应测试装置 |
| CN104458174A (zh) * | 2014-11-28 | 2015-03-25 | 上海交通大学 | 一种面外均匀流下测量细长立管动力响应装置 |
| CN104483083A (zh) * | 2014-12-05 | 2015-04-01 | 上海交通大学 | 模拟海底管土与剪切流的深海细长立管动力响应测试装置 |
| CN104502043A (zh) * | 2014-12-02 | 2015-04-08 | 上海交通大学 | 模拟海底管土与水平强迫振荡测量细长立管动力响应装置 |
| CN104458172B (zh) * | 2014-11-25 | 2017-06-13 | 上海交通大学 | 一种均匀流下测量细长立管动力响应测试装置 |
| EP2438311A4 (fr) * | 2009-06-04 | 2017-08-16 | Diamond Offshore Company | Module de flottaison pour colonne montante à virures antivibratoires |
| US10107048B2 (en) * | 2016-09-29 | 2018-10-23 | Ensco International Incorporated | Weathervaning riser joint |
| CN110541677A (zh) * | 2019-08-13 | 2019-12-06 | 中国石油大学(华东) | 一种抑制涡激振动的装置、海洋立管和方法 |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3717113A (en) * | 1970-10-19 | 1973-02-20 | Fluor Drilling Services Inc | Flotation and access apparatus for sub-sea drilling structures |
| US4398487A (en) * | 1981-06-26 | 1983-08-16 | Exxon Production Research Co. | Fairing for elongated elements |
| US4474129A (en) * | 1982-04-29 | 1984-10-02 | W. R. Grace & Co. | Riser pipe fairing |
| WO1995027101A1 (fr) * | 1994-04-04 | 1995-10-12 | Shell Internationale Research Maatschappij B.V. | Suppression des vibrations induites par un tourbillon |
-
1998
- 1998-07-23 WO PCT/US1998/015200 patent/WO1999005389A1/fr not_active Ceased
- 1998-07-23 AU AU85807/98A patent/AU8580798A/en not_active Abandoned
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3717113A (en) * | 1970-10-19 | 1973-02-20 | Fluor Drilling Services Inc | Flotation and access apparatus for sub-sea drilling structures |
| US4398487A (en) * | 1981-06-26 | 1983-08-16 | Exxon Production Research Co. | Fairing for elongated elements |
| US4474129A (en) * | 1982-04-29 | 1984-10-02 | W. R. Grace & Co. | Riser pipe fairing |
| WO1995027101A1 (fr) * | 1994-04-04 | 1995-10-12 | Shell Internationale Research Maatschappij B.V. | Suppression des vibrations induites par un tourbillon |
Cited By (42)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2378493A (en) * | 1998-03-07 | 2003-02-12 | Crp Group Ltd | Cladding comprising semi-tubular sections with projections |
| GB2378493B (en) * | 1998-03-07 | 2003-04-09 | Crp Group Ltd | Protection of underwater elongate members |
| GB2363363A (en) * | 1999-04-08 | 2001-12-19 | Shell Int Research | System for reducing vortex induced vibration of a marine element |
| WO2000061433A1 (fr) * | 1999-04-08 | 2000-10-19 | Shell Internationale Research Maatschappij B.V. | Systeme de reduction de vibration induite par effet vortex sur un element naval |
| GB2363363B (en) * | 1999-04-08 | 2002-07-17 | Shell Int Research | System for reducing vortex induced vibration of a marine element |
| US6712559B2 (en) | 2000-01-24 | 2004-03-30 | Saipem Sa | Seafloor-surface linking device comprising a stabilizing element |
| FR2804162A1 (fr) * | 2000-01-24 | 2001-07-27 | Bouygues Offshore | Dispositif de liaison fond-surface comportant un dispositif stabilisateur |
| WO2001053651A1 (fr) * | 2000-01-24 | 2001-07-26 | Bouygues Offshore | Dispositif de liaison fond-surface comportant un dispositif stabilisateur |
| GB2362444B (en) * | 2000-04-10 | 2004-05-19 | Crp Group Ltd | Protection of underwater elongate members |
| GB2362444A (en) * | 2000-04-10 | 2001-11-21 | Crp Group Ltd | Protection of underwater elongate members |
| WO2002016727A3 (fr) * | 2000-08-21 | 2002-12-12 | Cso Aker Maritime Inc | Systeme, dispositif et procede de flottabilite de materiel façonne |
| US6848863B2 (en) | 2000-08-21 | 2005-02-01 | Cso Aker Maritime, Inc. | Engineered material buoyancy system and device |
| US7097387B2 (en) | 2000-08-21 | 2006-08-29 | Technip France | Engineered material buoyancy system and device |
| GB2385648B (en) * | 2000-08-30 | 2003-12-03 | Crp Group Ltd | Protection of underwater elongate members |
| GB2385648A (en) * | 2000-08-30 | 2003-08-27 | Crp Group Ltd | Protection of underwater elongate members |
| WO2002018709A1 (fr) * | 2000-08-30 | 2002-03-07 | Crp Group Limited | Protection d'elements allonges immerges |
| NL1021347C2 (nl) * | 2002-08-28 | 2004-03-02 | Lankhorst Special Mouldings B | Suppressie-element voor wervelvibraties, bouwpakket, suppressiestelsel, inrichting voor het winnen van delfstoffen en een matrijs. |
| WO2004020777A1 (fr) | 2002-08-28 | 2004-03-11 | Lankhorst Special Mouldings B.V. | Element de suppression des vibrations induites par les tourbillons, kit de construction, appareil d'extraction de matieres minerales et moule |
| US7458752B2 (en) | 2002-08-28 | 2008-12-02 | Lankhorst Special Mouldings B.V. | Suppression element for vortex-induced vibrations |
| GB2441534B (en) * | 2007-01-17 | 2009-01-28 | Trelleborg Crp Ltd | Supression of vortex induced vibration |
| GB2441534A (en) * | 2007-01-17 | 2008-03-12 | Trelleborg Crp Ltd | De-correlation rings for vortex induced vibration suppression |
| US8500367B2 (en) | 2007-01-17 | 2013-08-06 | Trelleborg Crp Limited | Suppression of vortex induced vibration |
| WO2009109776A3 (fr) * | 2008-03-03 | 2009-12-03 | Trelleborg Crp Limited | Moule pour former une gaine sur un élément allongé |
| WO2010048080A1 (fr) * | 2008-10-23 | 2010-04-29 | Shell Oil Company | Systèmes et procédés de réduction des vibrations induites par vortex |
| WO2010126971A3 (fr) * | 2009-05-01 | 2011-02-24 | Shell Oil Company | Systèmes et procédés pour réduire des vibrations induites par vortex |
| EP2438311A4 (fr) * | 2009-06-04 | 2017-08-16 | Diamond Offshore Company | Module de flottaison pour colonne montante à virures antivibratoires |
| US9845644B2 (en) | 2009-06-04 | 2017-12-19 | Diamond Offshore Company | Riser floatation with anti-vibration strakes |
| CN102313638A (zh) * | 2011-08-15 | 2012-01-11 | 上海交通大学 | 均匀流下的深海立管分段模型双向强迫振动实验装置 |
| CN102980732A (zh) * | 2012-11-06 | 2013-03-20 | 上海交通大学 | 模拟均匀流下深海立管横向自激振动的试验装置 |
| CN102967431A (zh) * | 2012-11-06 | 2013-03-13 | 上海交通大学 | 模拟均匀流下深海立管双向自激振动的试验装置 |
| CN102967431B (zh) * | 2012-11-06 | 2016-04-13 | 上海交通大学 | 模拟均匀流下深海立管双向自激振动的试验装置 |
| CN104406753A (zh) * | 2014-11-25 | 2015-03-11 | 上海交通大学 | 垂直强迫振荡下的深海细长立管的动力响应测试装置 |
| CN104406754A (zh) * | 2014-11-25 | 2015-03-11 | 上海交通大学 | 双向强迫振荡状态下的深海细长立管的动力响应测试装置 |
| CN104458172B (zh) * | 2014-11-25 | 2017-06-13 | 上海交通大学 | 一种均匀流下测量细长立管动力响应测试装置 |
| CN104458174A (zh) * | 2014-11-28 | 2015-03-25 | 上海交通大学 | 一种面外均匀流下测量细长立管动力响应装置 |
| CN104458174B (zh) * | 2014-11-28 | 2017-06-13 | 上海交通大学 | 一种面外均匀流下测量细长立管动力响应装置 |
| CN104502043A (zh) * | 2014-12-02 | 2015-04-08 | 上海交通大学 | 模拟海底管土与水平强迫振荡测量细长立管动力响应装置 |
| CN104483083B (zh) * | 2014-12-05 | 2017-06-13 | 上海交通大学 | 模拟海底管土与剪切流的深海细长立管动力响应测试装置 |
| CN104483083A (zh) * | 2014-12-05 | 2015-04-01 | 上海交通大学 | 模拟海底管土与剪切流的深海细长立管动力响应测试装置 |
| US10107048B2 (en) * | 2016-09-29 | 2018-10-23 | Ensco International Incorporated | Weathervaning riser joint |
| US10513888B2 (en) | 2016-09-29 | 2019-12-24 | Ensco International Incorporated | Weathervaning riser joint |
| CN110541677A (zh) * | 2019-08-13 | 2019-12-06 | 中国石油大学(华东) | 一种抑制涡激振动的装置、海洋立管和方法 |
Also Published As
| Publication number | Publication date |
|---|---|
| AU8580798A (en) | 1999-02-16 |
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