WO2012066040A1 - Ensemble colonne montante de prise d'eau pour une structure marine, procédé de production d'un courant d'hydrocarbure liquéfié et procédé de production d'un courant d'hydrocarbure à l'état de vapeur - Google Patents

Ensemble colonne montante de prise d'eau pour une structure marine, procédé de production d'un courant d'hydrocarbure liquéfié et procédé de production d'un courant d'hydrocarbure à l'état de vapeur Download PDF

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Publication number
WO2012066040A1
WO2012066040A1 PCT/EP2011/070261 EP2011070261W WO2012066040A1 WO 2012066040 A1 WO2012066040 A1 WO 2012066040A1 EP 2011070261 W EP2011070261 W EP 2011070261W WO 2012066040 A1 WO2012066040 A1 WO 2012066040A1
Authority
WO
WIPO (PCT)
Prior art keywords
water
water intake
riser assembly
tubular
hydrocarbon stream
Prior art date
Application number
PCT/EP2011/070261
Other languages
English (en)
Inventor
Michalakis Efthymiou
Guido Leon Kuiper
Herman Theodoor Van Der Meyden
Original Assignee
Shell Internationale Research Maatschappij B.V.
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 Shell Internationale Research Maatschappij B.V. filed Critical Shell Internationale Research Maatschappij B.V.
Priority to AU2011331212A priority Critical patent/AU2011331212B2/en
Priority to NO20130715A priority patent/NO346206B1/no
Priority to KR1020137015684A priority patent/KR101891067B1/ko
Priority to CN2011800553860A priority patent/CN103221768A/zh
Priority to GB1306583.4A priority patent/GB2497708A/en
Priority to BR112013010590-9A priority patent/BR112013010590B1/pt
Publication of WO2012066040A1 publication Critical patent/WO2012066040A1/fr
Priority to DKPA201370327A priority patent/DK201370327A/da

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
    • E21B17/01—Risers
    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63J—AUXILIARIES ON VESSELS
    • B63J99/00—Subject matter not provided for in other groups of this subclass
    • 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
    • E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F25—REFRIGERATION OR COOLING; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS; MANUFACTURE OR STORAGE OF ICE; LIQUEFACTION SOLIDIFICATION OF GASES
    • F25J—LIQUEFACTION, SOLIDIFICATION OR SEPARATION OF GASES OR GASEOUS OR LIQUEFIED GASEOUS MIXTURES BY PRESSURE AND COLD TREATMENT OR BY BRINGING THEM INTO THE SUPERCRITICAL STATE
    • F25J1/00—Processes or apparatus for liquefying or solidifying gases or gaseous mixtures
    • 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
    • B63B2035/4473—Floating structures supporting industrial plants, such as factories, refineries, or the like

Definitions

  • the present invention relates to a water intake riser assembly that is suspended from an off-shore structure and/or an off-shore structure from which a water riser assembly according to any one of the preceding claims is suspended.
  • the invention relates to a method of producing a liquefied hydrocarbon stream employing such a water intake riser assembly and/or a of producing a vaporous hydrocarbon stream employing such a water intake riser assembly.
  • WO 2010/085302 discloses a marine system including a
  • FLNG Floating Liquefied Natural Gas
  • the FLNG plant may cool and liquefy natural gas to form LNG, or alternatively heat and gasify LNG.
  • a water riser assembly is suspended from the FLNG plant to take in cold water at depth and convey the cold water upward to the FLNG plant.
  • the water riser assembly comprises tubular structures projecting
  • Filters may optionally be provided on each of the bottoms of tubular structures which help to prevent soil, marine life (e.g., seaweed, algae, fish, etc.), and the like, from entering the tubular
  • the present invention provides a water intake riser assembly that is suspendable from an off-shore structure, comprising at least a first tubular conduit extending along a length direction and
  • a proximal portion comprising suspension means, followed by a connecting portion, followed by a distal portion
  • Such a water riser assembly may be suspended from an off-shore structure to form an off-shore structure from which such a water riser assembly is suspended.
  • the present invention provides a method of producing a liquefied hydrocarbon stream employing such a water intake riser assembly and a method of producing a vaporous hydrocarbon stream employing such a water intake riser assembly.
  • the method producing a liquefied hydrocarbon stream comprises :
  • the method of producing the vaporous hydrocarbon stream comprises:
  • Figure 1 schemetically shows a floating liquefied natural gas plant provided with a water intake riser assembly comprising a plurality of tubular conduits;
  • Figure 2 schematically shows a cross sectional view of the riser assembly at section plane 2 indicated in
  • Figure 3 schematically shows a cross sectional view of the riser assembly at section plane 3 indicated in Figure 1 ;
  • Figure 3A schematically shows a cross-sectional view of the riser assembly at section plane 3 indicated in Figure 1 according to another embodiment of the
  • Figure 4 schematically shows an example of a distal portion and a part of the connecting portion of one of the tubular conduits
  • Figure 5 schematically shows a bottom view of the distal portion shown in Figure 4.
  • Figure 6 schematically shows a perspective view of the distal part of the water intake riser assembly showing portions of a plurality of tubular conduits when fully suspended.
  • the present disclosure describes a water intake riser assembly that is suspendable from an off-shore structure, wherein the water-intake section comprises a tubular section having a side wall circumferencing around the length direction and defining a flow passage in the length direction with an aperture having a first
  • transverse cross sectional area A ] _ said side wall being perforated with a plurality of through holes each
  • the diameter at the distal portion may be kept relatively small because through holes can be distributed over a relatively large length along the side wall.
  • ease of retracting the tubular conduit by sliding it in its length direction is facilitated.
  • the through holes are distributed over the majority of the circumference around the side wall. Since the through holes can be accessed in a range of a radial directions, the volume of cold water flowing at the highest velocity is relatively low compared to taking in water in a direction along the length direction.
  • the risk of full interruption of water conveyed to the proximal portion due to clogging of the through holes is reduced if the through holes are distributed not only along the length of the water intake section but also over the circumference.
  • the first tubular conduit is supplemented by at least a second tubular conduit also comprising a proximal portion comprising suspension means, followed by a connecting portion, followed by a distal portion comprising a water intake section in accordance with the same or equivalent features as described above for the first tubular conduit.
  • a second tubular conduit also comprising a proximal portion comprising suspension means, followed by a connecting portion, followed by a distal portion comprising a water intake section in accordance with the same or equivalent features as described above for the first tubular conduit.
  • first and second tubular conduits may be comprised in a bundle.
  • the bundle may comprise more than two tubular conduits, for instance 8 or 9 tubular
  • conduits arranged in a rectangular cross sectional pattern at least having one tubular conduit at each of the four corners and one tubular conduit between sets of two of the corners.
  • the tubular conduits may be arranged in a concentric and/or circular pattern.
  • a pier structure for water intake at sea is described in French patent publication No. FR2029224.
  • a tubular pier extends from sea to shore.
  • Two pillars at the far end of the pier are immersed in water and extend into the bottom of the sea to support the pier.
  • These pillars are hollow and provided with perforations in their submerged part. Water is taken in from the sea through the same hollow pillars on which the pier rests, by means of a pump inside them, and conveyed to shore through the tubular pier. Since the pier rests on the pillars, the hollow pillars are not suspended from the pier.
  • FIG. 1 illustrates an example of a marine system 100 in which embodiments of the present invention may be implemented.
  • the marine system 100 in this example includes an off-shore structure 102 on/in a surface of the ocean 104, here represented in the form of a floating structure.
  • the off-shore structure 102 may comprise a Floating Liquefied Natural Gas (FLNG) plant as one example.
  • FLNG Floating Liquefied Natural Gas
  • the FLNG plant may cool and liquefy natural gas, or alternatively heat and vaporize LNG.
  • a water intake riser assembly 105 is suspended from the off-shore structure 102 in fully suspended condition.
  • the water intake riser assembly 105 may be used to bring water from the ocean to the plant.
  • the water intake riser assembly 105 comprises a bundle 106 of at least a first tubular conduit 106A and a second tubular conduit 106B. These tubular conduits may take in cold water 140 at depth, and convey the cold water upward to the offshore structure 102.
  • the cold water may be input to heat exchangers to add or remove heat to/from a process performed on the off-shore structure 102. Heated or cooled ocean water from the outlet of the heat exchangers may be discharged back into the ocean at the surface, or alternatively conveyed back to depth with a discharge system.
  • the first and second tubular conduits 106A,106B generally stretch side by side along a length direction. Seen in the length direction, each of the tubular
  • conduits have a proximal portion 107, followed by a connecting portion 108, followed by a distal portion 109.
  • the distal part of the water intake riser assembly hangs free from the ocean floor 103.
  • the distal part of the water intake riser assembly hangs at a depth D of between around 130 to 170 meters from the surface of the ocean 104, although the water intake riser assembly may be employed at other depths as well.
  • the proximal portion 107 comprises suspension means by which the tubular conduit is suspended from the off shore structure 102. Due to the ocean current, the tubular structures 106 may deflect from vertical, up to around 40 degrees or so (not shown) . To accommodate for such deflection, the tubular structures 106 may be suspended from the off-shore structure through a swivel joint, a ball joint, a riser hanger, or other pivotable or hingeable coupling. Particular reference is made to
  • the distal portion 109 comprising a water-intake section, an example of which will be illustrated herein below with reference to Figures 4 and 5.
  • the distal portion 109 extends between a first distal end and the connecting portion 108.
  • the connecting portion fluidly connects the proximal portion 107 and the distal portion 109. It can be seen in Figure 1 that at least part of the distal portion 109 of the first tubular conduit 106A extends further in the length direction than the second tubular conduit 106B.
  • FIG. 1 is a cross- sectional view taken along section plane 2 of Figure 1, through the plurality of tubular conduits.
  • the array has eight tubular structures along the periphery and one at the center.
  • the tubular conduit 106E at the center may serve as a structural support structure for the spacers.
  • the tubular conduit 106E at the center may, or may not, convey water to the surface (i.e., may or may not serve as a water intake riser) .
  • the eight tubular conduits along the periphery may have outer diameters sized d.
  • the structural tubular conduit in the example the central tubular conduit 106E, may have an outside diameter smaller than d.
  • the eight tubular structures along the periphery may be equally spaced apart by a distance of about one outer diameter d.
  • the tubular conduits (106A to 1061) are
  • first and second tubular conduits 106A,106B are laterally connected to each other by means of at least one spacer (110A; HOB, HOC) cooperating with the respective connecting portions 108 of the tubular
  • the tubular conduits are physically associated or connected together.
  • enough spacers may be provided to keep the tubular structures from striking into one another.
  • Figure 3 shows an example spacer 110A for nine tubular conduits (106A to 1061) arranged in the three-by- three rectangular array, according to one particular embodiment.
  • This figure is a cross-sectional view taken along section plane 3 of Figure 1, through the spacer 110A and the plurality of tubular conduits.
  • the spacers may each comprise one or more a plurality of
  • interconnected guide sleeves 306A to 306D and 306F to 3061 through which respective ones of the tubular conduits 106A to 106D and 106F to 1061 are disposed.
  • Bars 307 form the interconnection. At least one of the bars 307 is fixedly connected to the central tubular conduit 106E.
  • the central tubular conduit 106E also passes through a guide sleeve in which case the spacer 110A should be supported by alternative means such as a rod, a wire, a chain
  • Each guide sleeve 306 may define an aperture 301, which allows one of the elongated tubular conduits to pass freely through it and preferably allows limited rotation of the elongated tubular conduits about a horizontal axis.
  • the horizontal axis is an axis that is lying in a plane of symmetry of the spacer 110A, which plane is perpendicular to the length direction of passage through the aperture 301.
  • the spacer 110A is slidingly translatable relative to the first and second tubular conduits 106A, 106B along the length direction. This way, the first and second tubular conduits are retractable from the one spacer 110A for instance in case one needs to be replaced.
  • Figure 3A shows an alternative embodiment, wherein for nine tubular structures arranged in a concentric array, according to one embodiment.
  • the concentric array is circular.
  • the array may be elliptical, oval, star shaped, triangular, etc..
  • the bars 307 interconnecting the guide sleeves 306 of the spacer shown in Figure 3 have been replaced by a frame or by a solid body provided with holes representing the guide sleeves 306 or capable of holding the guide sleeves. This can be applied to rectangular arrays or other bundle patterns as well.
  • Figure 4 shows a detailed view of an example of a lower end of one of the tubular conduits 106A, including its distal portion 109 and a part of the connecting portion 108.
  • a guide cylinder 408 may be fitted around a section of the connecting portion 108 to engage with one of the spacers 110.
  • Such a guide cylinder 408 may comprise of a different material than the connecting portion 108. Preferably it is less hard material than the material of the connecting portion 108 and/or the material of the inside of the guide sleeves to ensure that it wears faster than the connecting portion 108 and/or the guide sleeves.
  • the connecting portion may comprise a plurality of pipes connected in a string by connectors 409.
  • the inner diameter of the guide cylinder is suitably snugly fitting to the outer diameter of the tubular connecting portions.
  • the wall thickness of the guide cylinder is suitably between 1.5 and 3 inches, depending on the outer diameter (larger diameter usually corresponding to larger wall thickness) .
  • the connecting portion 108 is free from water intake openings.
  • the water-intake section 403 comprises a tubular section having a side wall 404 circumferencing around the length axis L.
  • the water intake openings 405 are provided as a plurality of through holes through the side wall 404. Each through hole defines a transverse access port into the flow passage and during operation allows a transversely directed flow of cold water 140 from the ocean into the flow flow passage.
  • the aggregate inlet area defined by flow area through the plurality of through holes 405 is larger than the first transverse cross sectional area A ] _ .
  • the intake velocity of cold water 140 from the ocean just outside the water intake section 403 can remain below a maximum allowable velocity (in one example the maximum allowable intake velocity is 0.5 m/s) while the water flow velocity inside the tubular conduit can exceed the maximum allowable intake velocity.
  • the aggregate inlet area is larger than 5 times A ] _ .
  • the aggregate inlet area is smaller than 50 times A ] _, preferably smaller than 10 times A ] _ .
  • the tubular section of the water-intake section 403 is made of carbon steel with a steel grade of X70 or equivalent thereto. It may have an outer diameter of about 42 inches and wall thicknesses of about 1.5 inch.
  • the through holes 405 may be drilled through the side wall 404.
  • each through hole 405 is smaller than 10 cm in diameter to prevent large sea life from entering.
  • each through hole 405 is larger than 1 cm in diameter to avoid clogging by build-up of relatively small particulates and to avoid big water pressure differentials.
  • the diameter of the through holes 405 was selected to be about 5 cm.
  • the distal portion 109 may comprise a shoe piece 410 at the distal end 401 to provide a rounded tip.
  • the shoe piece 410 may be fitted to the side wall 404 of the distal portion 109. It may comprise a planar piece 411 protruding downwardly from the water intake section with the length direction in its plane.
  • the shoe piece 410 may further comprise a baffle plate 412 extending perpendicularly to the length
  • the baffle plate 412 may be provided with one or more smaller through holes 115 to facilitate limited water access to the flow passage 402. These through holes 115 may be of the same or similar size as the through holes 405 in the side wall 404.
  • the planar piece 411 may have a
  • Second and third planar pieces 421 and 431 may be provided as well, as illustrated in Figure 5 which offers an upward view of the distal end 401 against the length direction.
  • the planar piece 411 together with the second and third planar pieces 421 and 431 may form a crossed arrangement with the plane pieces protruding radially outwardly from a center axis CA defined by the
  • planar pieces may be provided if desired, preferably also radially extending from the centre axis.
  • Figure 6 schematically shows a perspective view of the distal part of the water intake riser assembly 105 and showing staggeredly arranged distal portions 109.
  • the example shows a bundle 106 of eight tubular conduits, including the first tubular conduit 106A and the second tubular conduit 106B.
  • the shown portions of all eight tubular elements are of the same design each with the same components.
  • a spacer 110 is fixedly connected to a central support rod 606.
  • the central support rod 606 protrudes downwardly along the length direction and also fixedly supports an auxiliary contportions of an
  • the spacer 110 comprises eight guide sleeves 603, but fewer could be installed in other embodiments.
  • the auxiliary space comprises four
  • each guide sleeve 603 comprises an upper portion 604 facing towards the
  • the proximal portion of the first and second tubular conduits 106A and 106B and a lower portion 605 facing towards the distal portion 109 of the first tubular conduit 106A.
  • the lower portion 605 is cylindrically shaped and embracing the first tubular element 106A.
  • the tubular element 106A is optionally provided with a guide cylinder 408 as explained above.
  • the upper portion 604 is funnel shaped, having a wider opening than the cylindrically shaped lower portion 605.
  • the auxiliary guide sleeves 613 have similar upper portion 614 and lower portion 615. This design, preferably in combination with the shoe pieces at the distal ends providing a rounded tip, facilitates reinsertion of the tubular conduit after it has been retracted .
  • the distal portion 109 of four of the eight tubular conduits, including the first tubular conduit 106A, extend further in the length direction L, than the four remaining tubular conduits including the second tubular conduit 106B.
  • the distal portion 109 in the first tubular conduit extends between a first distal end 401 and the connecting portion of the first tubular conduit over a length L]_
  • the distal portion in the second tubular conduit extends between a second distal end 601 and the connecting portion of the second tubular conduit over a length L2
  • the first distal end 401 extends at least by an amount of L ] _ further in the length direction than the second distal end 601.
  • the distal portions 109 of the first tubular conduit 106A has at least a portion that is in lateral direction (in a plane perpendicular to the length direction) not overlappling with any part of the second tubular conduit 106B.
  • the total length from the distal end 401 to the lowermost string connector 409 may be in the range of from 5 to 20 m. In one example, this length was about
  • the length of the water intake section 403 in one example was 8.5 m and the length of the optional guide cylinder 408 was about 3.4 m.
  • tubular conduits in the present example are fully suspended for water intake operation, as opposed to being retracted from the guide sleeves for inspection, replacement or servicing.
  • each of tubular conduit in the bundle may not be necessary to be in operation at any one time.
  • one or more of the tubular conduits may serve as a surplus water intake riser.
  • additional filters may optionally be coupled to each of the distal portions 109.
  • more than one of the described water intake riser assemblies may be suspended from a single off shore structure.
  • any number of or all of the tubular conduits may be provided with vortex induced vibration suppression means. Examples are described in for instance WO 2010/085302.
  • the water intake riser assembly as described above may be used to supply process water to any process carried out on the off-shore structure.
  • it may be used in a method of producing a liquefied hydrocarbon stream, comprising:
  • a well known example of a liquefied hydrocarbon stream is a liquefied natural gas stream.
  • a variety of suitable installations and line ups are available in the art for extracting heat from a vaporous hydrocarbon containing feed stream, particularly a natural gas stream, as well as other treatment steps such as removal of unwanted contaminants and components from the feed stream often performed in conjunction with producing a liquefied hydrocarbon stream, and need not be further explained herein.
  • the water intake riser assembly may be used in a method of producing a vaporous hydrocarbon stream, comprising:

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Fluid Mechanics (AREA)
  • General Engineering & Computer Science (AREA)
  • Thermal Sciences (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Production Of Liquid Hydrocarbon Mixture For Refining Petroleum (AREA)
  • Heat-Exchange Devices With Radiators And Conduit Assemblies (AREA)
  • Vaporization, Distillation, Condensation, Sublimation, And Cold Traps (AREA)
  • Earth Drilling (AREA)
  • Separation By Low-Temperature Treatments (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)

Abstract

L'invention porte sur un ensemble colonne montante de prise d'eau (105) qui peut être suspendu à une structure marine (102). L'ensemble colonne montante de prise d'eau comprend au moins une première conduite tubulaire (106) qui s'étend dans une direction longitudinale. Une partie distale de la première conduite tubulaire comprend une section de prise d'eau (109). La section de prise d'eau comprend une section tubulaire ayant une paroi latérale qui s'étend en cercle autour de la direction longitudinale et définit un passage d'écoulement dans la direction longitudinale et dont l'ouverture a une première aire de section transversale. La paroi latérale est perforée d'une pluralité de trous débouchants (405) qui forment une pluralité d'ouvertures de prise d'eau. L'aire totale définie par la pluralité de trous débouchants est plus grande que la première aire de section transversale.
PCT/EP2011/070261 2010-11-18 2011-11-16 Ensemble colonne montante de prise d'eau pour une structure marine, procédé de production d'un courant d'hydrocarbure liquéfié et procédé de production d'un courant d'hydrocarbure à l'état de vapeur WO2012066040A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
AU2011331212A AU2011331212B2 (en) 2010-11-18 2011-11-16 Water intake riser assembly for an off-shore structure, and method of producing a liquefied hydrocarbon stream and method of producing a vaporous hydrocarbon stream
NO20130715A NO346206B1 (no) 2010-11-18 2011-11-16 En flytende konstruksjon omfattende et flytende kondensert naturgassanlegg, den flytende konstruksjonen omfatter en vanninntaksstigerørsammenstilling, og fremgangsmåte for å produsere en flytende hydrokarbonstrømstrøm og fremgangsmåte for å produsere en dampformig hydrokarbonstrømstrøm
KR1020137015684A KR101891067B1 (ko) 2010-11-18 2011-11-16 해상 구조물을 위한 취수 라이저 조립체, 및 액화 탄화수소 스트림을 생성하는 방법 및 증기상 탄화수소 스트림을 생성하는 방법
CN2011800553860A CN103221768A (zh) 2010-11-18 2011-11-16 用于离岸结构的吸水立管组件、生产液化烃流的方法和生产气态烃流的方法
GB1306583.4A GB2497708A (en) 2010-11-18 2011-11-16 Water intake riser assembly for an off-shore structure and method of producing a liquefied hydrocarbon stream
BR112013010590-9A BR112013010590B1 (pt) 2010-11-18 2011-11-16 estrutura fora da costa, e, métodos para produzir uma corrente de hidrocarboneto liquefeito e no estado vapor
DKPA201370327A DK201370327A (en) 2010-11-18 2013-06-18 Water intake riser assembly for an off-shore structure, and method of producing a liquefied hydrocarbon stream and method of producing a vaporous hydrocarbon stream

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP10306272 2010-11-18
EP10306272.5 2010-11-18

Publications (1)

Publication Number Publication Date
WO2012066040A1 true WO2012066040A1 (fr) 2012-05-24

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PCT/EP2011/070261 WO2012066040A1 (fr) 2010-11-18 2011-11-16 Ensemble colonne montante de prise d'eau pour une structure marine, procédé de production d'un courant d'hydrocarbure liquéfié et procédé de production d'un courant d'hydrocarbure à l'état de vapeur

Country Status (8)

Country Link
KR (1) KR101891067B1 (fr)
CN (1) CN103221768A (fr)
AU (1) AU2011331212B2 (fr)
BR (1) BR112013010590B1 (fr)
DK (1) DK201370327A (fr)
GB (1) GB2497708A (fr)
NO (1) NO346206B1 (fr)
WO (1) WO2012066040A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015150416A1 (fr) * 2014-03-31 2015-10-08 Shell Internationale Research Maatschappij B.V. Structure flottante comprenant un faisceau de colonne montante de prise d'eau, procédé de production d'un flux d'hydrocarbure liquéfié et procédé de production d'un flux de vapeur d'hydrocarbure
WO2015197875A1 (fr) * 2014-06-26 2015-12-30 Shell Internationale Research Maatschappij B.V. Ensemble colonne montante de prise d'eau
WO2015197663A1 (fr) * 2014-06-26 2015-12-30 Shell Internationale Research Maatschappij B.V. Structure flottante à faisceau de colonnes montantes de prise d'eau
WO2015197666A1 (fr) * 2014-06-26 2015-12-30 Shell Internationale Research Maatschappij B.V. Structure flottante à ensemble de colonnes montantes de prise d'eau, procédé d'installation de ladite structure flottante, procédé de production d'un courant d'hydrocarbure liquéfié et procédé de production d'un courant d'hydrocarbure à l'état de vapeur
US10967949B2 (en) 2016-11-10 2021-04-06 Single Buoy Moorings, Inc. Seawater intake riser interface with vessel hull

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114412371B (zh) * 2021-12-29 2022-10-28 中国原子能科学研究院 一种管组装置

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KR20130122641A (ko) 2013-11-07
CN103221768A (zh) 2013-07-24
NO346206B1 (no) 2022-04-19
GB201306583D0 (en) 2013-05-29
AU2011331212A1 (en) 2013-02-28
AU2011331212B2 (en) 2014-06-12
BR112013010590A2 (pt) 2016-08-09
BR112013010590B1 (pt) 2021-05-04
KR101891067B1 (ko) 2018-08-24
NO20130715A1 (no) 2013-05-22
GB2497708A (en) 2013-06-19

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