EP3186472A2 - Method and apparatus for access and remediation of hydrocarbon storage tanks - Google Patents
Method and apparatus for access and remediation of hydrocarbon storage tanksInfo
- Publication number
- EP3186472A2 EP3186472A2 EP15771221.7A EP15771221A EP3186472A2 EP 3186472 A2 EP3186472 A2 EP 3186472A2 EP 15771221 A EP15771221 A EP 15771221A EP 3186472 A2 EP3186472 A2 EP 3186472A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor hub
- storage cell
- anchor
- hydrocarbon storage
- capping plate
- 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.)
- Granted
Links
- 229930195733 hydrocarbon Natural products 0.000 title claims abstract description 140
- 150000002430 hydrocarbons Chemical class 0.000 title claims abstract description 140
- 238000000034 method Methods 0.000 title claims abstract description 111
- 239000004215 Carbon black (E152) Substances 0.000 title claims abstract description 110
- 238000005067 remediation Methods 0.000 title description 12
- 238000003860 storage Methods 0.000 title description 8
- 210000000352 storage cell Anatomy 0.000 claims abstract description 152
- 238000005553 drilling Methods 0.000 claims abstract description 121
- 238000002955 isolation Methods 0.000 claims description 28
- 239000004567 concrete Substances 0.000 claims description 24
- 230000000712 assembly Effects 0.000 claims description 20
- 238000000429 assembly Methods 0.000 claims description 20
- 238000007789 sealing Methods 0.000 claims description 20
- 238000009434 installation Methods 0.000 claims description 19
- 239000013535 sea water Substances 0.000 claims description 14
- 239000012530 fluid Substances 0.000 claims description 11
- 230000008569 process Effects 0.000 claims description 11
- 238000005086 pumping Methods 0.000 claims description 11
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 239000000565 sealant Substances 0.000 claims description 7
- 238000004891 communication Methods 0.000 claims description 4
- 210000004027 cell Anatomy 0.000 description 48
- 238000004873 anchoring Methods 0.000 description 24
- 238000012546 transfer Methods 0.000 description 13
- 230000005484 gravity Effects 0.000 description 10
- 238000006243 chemical reaction Methods 0.000 description 6
- 230000035515 penetration Effects 0.000 description 6
- 241000282472 Canis lupus familiaris Species 0.000 description 5
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- 230000008901 benefit Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000000717 retained effect Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 210000002310 elbow joint Anatomy 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
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- 239000004576 sand Substances 0.000 description 1
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- 230000007704 transition Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
- E21B43/0122—Collecting oil or the like from a submerged leakage
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
- E21B43/0107—Connecting of flow lines to offshore structures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C7/00—Salvaging of disabled, stranded, or sunken vessels; Salvaging of vessel parts or furnishings, e.g. of safes; Salvaging of other underwater objects
- B63C7/006—Emptying the contents of sunken, stranded, or disabled vessels, e.g. by engaging the vessel; Underwater collecting of buoyant contents, such as liquid, particulate or gaseous contents, escaping from sunken vessels, e.g. using funnels, or tents for recovery of escaping hydrocarbons
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D88/00—Large containers
- B65D88/78—Large containers for use in or under water
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
- E21B43/017—Production satellite stations, i.e. underwater installations comprising a plurality of satellite well heads connected to a central station
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0069—Gravity structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0086—Large footings connecting several legs or serving as a reservoir for the storage of oil or gas
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
Definitions
- the present invention relates to a method and apparatus for access and remediation of hydrocarbon storage tanks, and in particular to a method and apparatus for the removal of hydrocarbon fluids from subsea storage tanks associated with offshore installations in the hydrocarbon exploration and production industry. Aspects of the invention relates to methods used in the abandonment and/or decommissioning of offshore hydrocarbon production installations. The invention also relates to equipment used in abandonment and/or decommissioning applications.
- FIG. 1 A and 1 B show schematically a Gravity Base Structure of the type found in the North Sea.
- the Gravity Base Structure shown generally at 1 , comprises a number of storage cells 2 that stand on the seabed.
- the storage cells 2 are formed from steel reinforced, pre-stressed concrete, and are substantially cylindrical and arranged in a honeycomb formation. In this example, three cells extend in to legs 3 which support the top sides 4 of the platforms. The remaining sixteen cells are used for oil/water separation and oil storage.
- the cells 2 have an approximate outer diameter of around 20 meters, and are approximately 61 meters high. At the upper end, each cell has an elliptical domed surface.
- the cells are flooded and held at a lower internal pressure which is lower than the seawater ambient pressure. This keeps the concrete forming the cells in compression.
- the pressure inside the cells is 4 bar (approximately 59 Psi) below the seawater ambient pressure.
- Figure 2 is a sectional view through cell number nineteen and leg number one of the GBS of Figures 1A and 1 B.
- the leg 2 comprises a cell draw down system 5 which functions to introduce fluids into the internal volume of the storage cell via a flowline 6, and an extraction system 7 for removal of hydrocarbons. Ballast sand 8a and sediments 8b are present in the bottom of the cell volume.
- a volume of oil 9 is present at the top of the cell volume above the relatively high density seawater and it is necessary to remove this so-called attic oil from the cell volume prior to removal of the cell.
- a method of accessing a hydrocarbon storage cell comprising:
- the method comprises providing a flow access path through the anchor hub.
- the method may comprise installing a valve manifold on the anchor hub, and may comprise passing the drilling apparatus through the valve manifold.
- the method comprises forming a blind hole in the capping plate; and installing the anchor hub in the blind hole.
- the method may comprise forming a blind hole in the capping plate by removing a plug of material from the capping plate.
- the blind hole may be formed by operating a plug drilling apparatus disposed on an upper surface of the capping plate.
- the plug drilling apparatus may be powered from an ROV or from surface.
- the method may comprise penetrating an internal volume of the storage cell by drilling through the base of the blind hole.
- the method may comprise providing a core drill bit, drilling a hole into the capping plate with the core drill bit, and retaining the core drill bit in the capping plate to provide the anchor hub.
- the method may comprise pumping a sealant to form a seal between the core drill bit and the capping plate.
- the sealant is a resin.
- the sealant may be pumped into a micro-annulus between the core bit and the concrete capping plate.
- the method may comprise penetrating the capping plate by locating a through drilling apparatus on the anchor hub.
- the method may comprise creating a low pressure on a lower side of the through drilling apparatus to create a downward force on the drill bit.
- the method may comprise circulating seawater through the drilling apparatus and the valve manifold.
- the method may comprise circulating seawater through the drilling apparatus and the valve manifold to a further hydrocarbon storage cell.
- the further hydrocarbon storage cell may comprise an anchor hub installed in a capping plate of the further hydrocarbon storage cell, and may further comprise a bore formed through the anchor hub to penetrate the further hydrocarbon storage cell.
- the anchor hub of the further hydrocarbon storage cell may have been installed in a previous operation.
- the method may comprise accessing the further hydrocarbon storage cell by installing an anchor hub in a capping plate of the hydrocarbon storage cell and drilling a bore to penetrate an internal volume of the storage cell by passing a drilling apparatus through the anchor hub.
- the method of accessing the further hydrocarbon storage cell comprises forming a blind hole in the capping plate; and installing the anchor hub in the blind hole.
- the through drilling apparatus may be powered from an ROV or from surface.
- a method of removing hydrocarbons from a hydrocarbon storage cell comprising: providing a first hydrocarbon storage cell comprising a first anchor hub installed in a capping plate of the first hydrocarbon storage cell;
- the method comprises providing a flow access path through the anchor hub.
- the method may comprise accessing the first hydrocarbon storage cell via a first valve manifold on the first anchor hub.
- the method may comprise accessing the second hydrocarbon storage cell via a second valve manifold on the second anchor hub.
- the method may comprise providing a subsea pump assembly on the first anchor hub.
- the method may comprise:
- hydrocarbon storage cell to an internal volume of the first hydrocarbon storage cell .
- the method may comprise:
- the method may comprise plugging the second, third and/or further anchor hub(s) after removal of hydrocarbons from the second, third and/or further hydrocarbon storage cell(s).
- the method may comprise disconnecting the flow line from the first anchor hub.
- the method may comprise providing a return line from the first anchor hub to a hydrocarbon tank or pipeline, and may further comprise pumping hydrocarbons from the first hydrocarbon storage cell to the tank or pipeline.
- Embodiments of the second aspect of the invention may include one or more features of the first aspect of the invention or its embodiments, or vice versa.
- an anchor hub for a hydrocarbon storage cell comprising:
- a main body comprising an upper opening, a lower opening and a throughbore extending between the upper and lower openings
- securing means configured to fix the anchor hub to a surface of a capping plate of the hydrocarbon storage cell
- main body comprises a lower portion configured to be located in and extend into a recess formed in an upper surface of the capping plate.
- the anchor hub provides an attachment point for an item of process or flow equipment.
- the anchor hub comprises an upper portion which is upstanding from an upper surface of the capping plate.
- the upper portion may provide the attachment point for an item of process or flow equipment.
- the lower portion is configured to form a seal with the recess of the capping plate.
- the anchor hub comprises an annular seal around the lower portion.
- the anchor hub may comprise a seal between an upper portion of the anchor hub and an upper surface of the capping plate.
- the anchor hub may comprise an upper connector, which may be a connector for a valve manifold.
- the throughbore of the anchor hub comprises a seat for a sealing plug.
- the anchor hub comprises one or more anchor ring assemblies.
- the one or more anchor ring assemblies may comprise a plurality of segments, which together form a ring disposed around a lower portion of the body.
- the anchor hub comprises a pair of anchor ring assemblies axially separated on the main body.
- the pair of anchor ring assemblies may be connected via a plurality of bolts.
- the bolts may be tensioning bolts, and may be designed to be tightened to bring the anchor ring assemblies towards one another in an axial direction of the hub.
- the one or more anchor ring assemblies may comprise a tapered profile, which may correspond to a tapered profile of the main body.
- the one or more anchor ring assemblies (or their segments) may function as wedges or slips, and may be configured such that relative axial movement of an anchor ring assembly with respect to the main body results in engagement of an anchor element with the recess. Relative axial movement of an anchor ring assembly with respect to the main body may result in radial displacement of the anchoring ring.
- Embodiments of the third aspect of the invention may include one or more features of the first or second aspects of the invention or their embodiments, or vice versa.
- an anchor hub for an offshore installation comprising:
- a main body comprising an upper end and a lower end
- a lower portion configured to be located in and extend into a recess formed in a surface of a concrete structure of the offshore installation
- securing means configured to fix the lower portion of the anchor hub in the recess
- the concrete structure may be a capping plate of a hydrocarbon storage cell, or may be another structural component including but not limited to a leg or foundation.
- the main body may comprise upper and lower openings and a
- the equipment is subsea equipment, which may form a part of a permanent or temporary subsea installation.
- Embodiments of the fourth aspect of the invention may include one or more features of the first to third aspects of the invention or their embodiments, or vice versa.
- valve manifold for a hydrocarbon storage cell, the valve manifold comprising:
- a main body comprising an upper opening, a lower opening and a throughbore extending between the upper and lower openings
- a connector configured to connect the valve manifold to an anchor hub installed in a capping plate of the hydrocarbon storage cell
- At least one isolation valve disposed in the throughbore.
- the valve manifold preferably comprises a throughbore with sufficient to receive a drilling tool, and may comprise a seat for a drilling apparatus.
- the valve manifold may comprise an upper connector configured for connection to a drilling apparatus.
- the at least one isolation valve is operable to be actuated by an ROV torque bucket.
- the at least one isolation valve is operable to be actuated by a diver.
- the valve manifold comprises upper and lower isolation valves in the throughbore of the apparatus.
- the valve manifold may comprise a flow port or flow conduit which is in fluid
- the flow port or conduit may be coupled to a third isolation valve in a flow line.
- Embodiments of the fifth aspect of the invention may include one or more features of the first to fourth aspects of the invention or their embodiments, or vice versa.
- a subsea installation comprising:
- a hydrocarbon storage cell comprising a capping plate
- an anchor hub installed in the capping plate of the hydrocarbon storage cell, such that a lower portion is located in and extends into a recess formed in an upper surface of the capping plate;
- the subsea installation may comprise a valve manifold connected to the anchor hub.
- Embodiments of the sixth aspect of the invention may include one or more features of the first to fifth aspects of the invention or their embodiments, or vice versa.
- a drilling apparatus comprising:
- a drill shaft have a drill axis and coupling the drill motor to a drill bit
- the drill support frame comprises a plurality of discrete longitudinal support elements distributed around the drill axis
- drill shaft and drill bit are configured to move axially within an internal volume defined by the support elements.
- the drilling apparatus may comprise a carriage configured to move axially within the internal volume defined by the support elements with the drill shaft and drill bit.
- the drilling apparatus may comprise a torque reaction block, the torque reaction block configured to be rotationally keyed with the support frame.
- the torque reaction block may be axially movable with respect to the support frame, and may be integral, or may be unitary, with the carriage.
- the torque reaction block comprises a plurality of recesses, and the recesses may be shaped and positioned to locate the support elements.
- the drilling apparatus comprises a lower bearing assembly, which may be configured to permit rotation and axial movement of the drill shaft.
- the drilling apparatus may comprise a centraliser, which may be disposed at the lower bearing assembly.
- the centraliser may comprise a sacrificial material.
- the drilling apparatus may comprise a seat configured to prevent downward movement of the drill shaft and drill bit beyond a predetermined distance.
- the seat may be configured to receive the carriage.
- the seat and the carriage may be configured to locate together to form a seal.
- the seat and/or the carriage may be provided with sealing elements.
- the support frame is open, and IT may provide flow spaces for fluid to flow freely between the internal volume and a volume outside of the support frame.
- the drill shaft may be at least partially hollow.
- the drilling apparatus may provide a fluid circulation through the drill shaft and/or drill bit.
- Embodiments of the seventh aspect of the invention may include one or more features of the first to sixth aspects of the invention or their embodiments, or vice versa.
- an anchor hub substantially as described with reference to Figures 6A, 6B, or Figures 1 1 to 14 of the drawings.
- a valve manifold substantially as described with reference to Figures 7, 16 or 18 of the drawings.
- Figure 1 A is a schematic view of a drilling rig with storage tanks, to which the method of the invention may be applied;
- Figure 1 B is a sectional view through the storage tank configuration of the drilling rig of Figure 1A;
- Figure 2 is a schematic section through leg 1 and storage cell 19 of the drilling rigs of Figures 1A and 1 B;
- FIG. 3 is a sectional overview of the equipment used in one embodiment of the invention.
- FIGS 4A to 4F schematically show the steps of an access method according to an embodiment of the invention.
- Figure 5 is a sectional view of a gravity based plug drilling machine used in accordance with an embodiment of the invention.
- Figure 6A is a longitudinal sectional view of an anchor hub in accordance with an embodiment of the invention.
- Figure 6B is an alternative sectional view of the anchor hub of Figure 6A;
- Figure 7 is a sectional view through the valve manifold of Figure 3;
- Figure 8A and 8B are sectional views through a drilling machine of Figure 3 in accordance with an embodiment of the invention, shown in initial retracted condition and extended condition respectively;
- Figure 9 is a schematic sectional view through the hose connection assembly in accordance with an embodiment of the invention.
- Figure 10 is a sectional view through a hose connection assembly in accordance with an alternative embodiment of the invention.
- FIGS 1 1 to 14 are sectional views through anchor hubs, each in accordance with alternative embodiments of the invention.
- FIGS. 15A to 15G schematically show sequential steps of a remediation method in accordance with an embodiment of the invention
- Figure 16 is a schematic sectional view of a valve manifold in accordance with an alternative embodiment of the invention, as shown in the method of Figures 15A to 15G;
- Figure 17 is a sectional view through a sealing plug and running tool assembly in accordance with an embodiment of the invention.
- Figure 18 is a schematic view of a valve manifold as may be used in a diver-oriented operation according to an alternative embodiment of the invention.
- FIGS. 19A to 19H schematically show sequential steps of a remediation method according to an alternative embodiment of the invention. Detailed description of preferred embodiments
- Figures 1A, 1 B and 2 are representative of a drilling rig with a hydrocarbon storage facility to which the equipment and methods of the present invention may be applied.
- a primary objective of the invention is to provide equipment and/or methods for the safe and cost-effective access of a hydrocarbon storage cell, to facilitate remediation of attic oil from the cell, and accordingly, exemplary embodiments of the invention will be described in that context.
- the anchor hub may provide an attachment point for an item of equipment, on a surface of a concrete structure of an offshore installation, including but not limited to a leg or foundation.
- FIG 3 shows schematically an overview of equipment 100 used in accordance with an embodiment of the invention to form an opening in a subsea hydrocarbon storage cell.
- the equipment comprises an anchor hub 60 shown in a loose condition 60A and a tightened condition 60B respectively.
- the equipment also comprises a valve manifold 70, configured to be connected to the anchor hub 60, and a drilling tool 80, configured for attachment on an upper coupling of the valve manifold 70.
- the drilling tool is shown in a first condition 80A in which the internal drill components are retracted and a second condition 80B, in which the internal drilling components are extended.
- the equipment shown in Figure 3 is designed to provide an isolated attachment and access point for safe and efficient penetration of a hydrocarbon storage cell, and subsequent remediation or disposal of hydrocarbons.
- An overview of an access method will be described with reference to Figures 4A to 4F and the subsequent drawings which show equipment details.
- FIG. 4A shows schematically an initial stage of a storage cell access operation.
- Storage cell generally shown at 400, comprises a main wall and a domed upper surface 402 with a central opening 404.
- the opening is filled with a prefabricated concrete slab 406, and a capping plate 408 fills the opening and extends outwards over the wall of the domed surface 402 of the cell.
- the capping plate is formed from concrete, and is approximately 90cm to 120cm thick.
- the upper surface 410 of the capping plate 408 has a rough hand-tamped finish, and over the lifetime of the storage cell, debris and marine fouling has accumulated on the surface.
- a work-class ROV 102 is deployed to the storage cell 400 and is used to clean the upper surface of the capping plate 408.
- the cleaning is carried out by the jetting of high pressure seawater to the surface of the capping plate to remove debris and accumulated material such as drill cuttings.
- the apparatus 50 comprises a gravity base 52 which supports the apparatus on the capping plate 408, and a pillar 54 extending upwardly from the gravity base 52 and supporting the drilling components.
- the gravity base 52 comprises a central aperture 55 for extension of the drilling components through the gravity base, and a number of integrated pegs with dedicated hydraulic motors (neither being shown) in the gravity base 52 to retain the apparatus in position on the concrete cap.
- the drilling components of the apparatus 50 comprise a drill motor 56, drill shaft 57 and core bit 58, which are supported over the central aperture 55 aligned in parallel with the pillar by a pair of laterally extending swing arms 59.
- Drilling operations may be carried out via the work class ROV 102, which provides a source of hydraulic power for the drilling apparatus.
- the core bit 58 is a cylindrical sleeve comprising at its lower end 51 cutting serrations which, when the bit is rotated by the drill motor via the drill shaft and when down weight is applied, penetrate the surface of the concrete cap to drill out an annular recess to the penetrating depth of the bit.
- a formation 53 at the distal end of the core bit functions as a core catcher to engage the concrete, enabling it to break a concrete plug from the surrounding capping plate, which can then be retrieved by upward movement of the drilling components to leave a blind hole 412 in the capping plate.
- Figure 4C shows the drilling apparatus 50 on the capping plate, having removed a concrete plug using the drilling apparatus 50 in the manner described above.
- FIG. 4D The next stage of the operation, shown most clearly in Figure 4D, is the installation of an anchor hub 60 into the blind hole 412 of the capping plate.
- the anchor hub of this embodiment of the invention is shown most clearly in Figures 6A and 6B.
- the anchor hub 60 comprises a substantially cylindrical body 61 having an upper portion 62 and a lower portion 63.
- the upper portion 62 is formed to an outer diameter which is greater than the outer diameter of the lower portion 63.
- the lower portion is sized to be received in the blind hole 412 in the capping plate, whereas the upper portion is designed to be upstanding from the surface 410 of the capping plate to provide an attachment point for additional equipment.
- a shoulder 64 is defined at a lower edge of the upper portion 62 and provides an abutment surface for the surface 410 of the capping plate.
- the anchor hub 60 comprises a central throughbore 65 which extends through the upper and lower portions. Partway along the throughbore, the inner diameter is reduced from a relatively large inner diameter to a relatively smaller inner diameter. The transition between the large and small inner diameter proportions defines a seat 66 for equipment inserted into the anchor hub during use. Inwardly protruding locking members 67 are located in the lower portion below the seat 66, and provides a second locating formation for landing and/or locking equipment inserted into the hub during use.
- the outer surface of the anchor hub is also provided with an annular locating groove 61 1 for the attachment of additional equipment in use.
- the upper portion 62 of the anchor hub defines an annular body through which are formed a plurality of circumferentially-distributed holes 68 which provide access for anchoring bolts 69.
- the anchoring bolts are oriented longitudinally and parallel to the axis of the hub, and are distributed around the exterior of outer surface of the lower portion of the hub.
- the anchoring bolts 69 extend between and connect upper anchoring ring assembly 602 and lower anchoring ring assembly 603.
- the upper and lower anchoring ring assemblies are axially separated on the lower portion of the anchor hub.
- the lower anchoring ring assembly 603 is substantially annular and is located around the lower portion 63 at a lower end 605 of the anchor hub.
- Upper anchoring ring assembly 602 is substantially annular and is located around the lower portion at an axial position between the upper portion 62 and the lower anchoring ring assembly 603.
- Each of the upper and lower anchoring ring assemblies is formed from a number of part annular segments, which together form a split annular ring.
- the number of part-annular segments corresponds to the number of anchor bolts 69 (which in this case is eight).
- Each of the upper and lower anchoring ring assemblies 602, 603 has a tapered or conical profile which corresponds with an outer surface profile of the lower portion of the anchor hub at the point at which it is mounted.
- the inner surface of the anchoring ring is shaped such that the inner diameter decreases moving from an upper end 604 of the anchor hub to a lower end 605 of the anchor hub.
- the inner surface of the lower anchoring ring therefore has the shape of the inner surface of a truncated cone.
- the corresponding shape on the lower portion 63 of the main body is an outer diameter which decreases moving in a direction from the upper end of the anchor hub to the lower end of the anchor hub.
- the upper anchoring ring 602 has an inner surface profile which has an inner diameter which increases in a direction from the upper end 604 of the anchor hub to the lower end 605 of the anchor hub.
- the corresponding profile on the lower portion of the main body has an increased outer diameter moving from an upper end of the anchor hub to a lower end of the anchor hub.
- the segments of the upper and lower ring assemblies therefore each function as cooperating wedges, joined by the anchoring bolts.
- Outer surface of the lower and upper anchoring rings are provided with arrangements of axially distributed ridges 606, 607.
- the sealing arrangement comprises a compressible elastomeric material 609, which is oversized, and which in use is compressed to provide a seal between the anchor hub 60 and the hole in which it is located. It will be appreciated that a wide range of sealing configurations may be used within the scope of the invention.
- the anchor hub is also provided with a port 610 which provides fluid communication between the internal throughbore 65of the anchor hub and the seal arrangement. The port enables a liquid sealant to be pumped from the throughbore into the sealing arrangement to enhance the seal.
- the anchor hub 60 is located in the blind hole 412 in the capping plate 408.
- a second set of swinging support arms may support the anchor hub 60 off-axis from the bore, and when the drilling phase is complete, the drilling components can be swung away from the bore axis, before the support arms for the anchor hub 60 are swung into place over the bore axis to lower the anchor hub into the bore. It will be appreciated that in alternative embodiments, other mechanisms may be used for lowering the anchor hub into the bore.
- the anchor hub 60 With the anchor hub 60 in the bore, in the position shown in Figure 3, the lower end of the hub supports the weight of the hub, the upper and lower anchoring ring assemblies 602, 603 are axially separated and the shoulder 64 defined at the lower edge of the upper portion 62 is upstanding from the surface of the concrete cap.
- the drilling apparatus 50 (if used) is removed by recovery to surface using a recovery line and the assistance of a ROV.
- the anchoring bolts 69 are then sequentially tightened by accessing the bolts through the holes 68 in the upper portion 62.
- the tightening of the bolts brings the upper and lower anchoring rings axially closer together, causing the separate ring segments to ride up on the corresponding tapered profile of the lower member 63.
- the anchoring ring elements therefore move radially outwards to engage with the wall of the blind hole 412 and anchor the hub 60 in position.
- Axial movement of the upper and lower rings also causes compression of the elastomeric seal elements 609.
- Figure 6B is a section through the anchor hub in a tightened and anchored condition with the seal elements compressed.
- port 610 could be used to pump additional liquid sealant into the sealing arrangement 608.
- sealant material could be provided at the base of the throughbore 650 in the anchor hub, to seal between the lower end 605 of the hub and the bottom of the hole 412. With the anchor hub 60 secured in the bore, the upper portion of the anchor provides an attachment point with a connector 612 for additional equipment as now will be described.
- the next stage in the access operation is the location and installation of the valve manifold 70 onto the anchor hub.
- the valve manifold 70 is deployed from surface and landed on the anchor hub 60 with the assistance of a work class ROV 102.
- FIG. 7 shows the features of the valve manifold 70 in more detail.
- the valve manifold of this embodiment is configured as a double block isolation valve arrangement.
- a lower connector 702 is configured to be mounted on the connector 612 defined by the upper portion 62 of the anchor hub 60.
- the lower connector 702 comprises a dog and window locking arrangement, in which an ROV (not shown) is operated to raise or lower the locking dogs to enable ball bearings to extend into or be retracted from the annular groove 611 on the anchor hub connector 612.
- An upper male connector 704 is provided for the connection of additional equipment.
- the upper connector 704 is identical to the connector 612 defined by the upper portion 62 of the anchoring hub.
- a longitudinal throughbore 706 extends between the upper and lower connectors.
- upper and lower isolation valves 708, 710 which in this embodiment are ball valves configured to be actuated by ROV torque buckets 712.
- Located between the upper and lower valves is a port 714 which is configured to be connected to a flowline 716 via an ROV operated isolation valve 718 and an optional check valve 720.
- the valve manifold With the upper and lower isolation valves 708, 710 open, the valve manifold provides full bore access to the anchoring hub 60. This facilitates intervention through the valve manifold 70, for example to insert a macerator, agitator, or pump into the storage cell to facilitate removal of materials.
- the port 714 is used to pressure test each of the isolation valves via a hot stab operated from the ROV.
- drilling tool 80 which is lowered from the surface and again landed with the assistance of a ROV, as shown in Figure 4E.
- the drilling tool 80 will be described in more detail with reference to Figures 8A and 8B.
- the drilling components of the tool may be free to drop under their own weight to the lower position as shown in Figure 8B, or may be retained in the upper position shown in Figure 8A.
- the drilling tool 80 comprises a drill shaft 802 coupled to a drill bit and a drill support frame 804.
- the drill bit is a conventional core bit comprising a core catcher at its lower end.
- a lower connector 806, which is of the same type as the connector 702 on the valve manifold 70, and is designed to be connected to the upper connector 704 of the manifold.
- the lower connector 806 comprises a dog and window locking arrangement to secure the drilling tool 80 on the valve manifold.
- a tie 816 supports four drill support bars 818 which extend from the lower connector 806 to the tie 816.
- the tie 816 retains the support bars 818 in a position which defines a central bore through which the drill shaft 802 moves between extended and retracted positions.
- the support frame 804 also comprises an intermediate tie 817 with joins the support bars on their exterior.
- a bearing assembly 810 which enables the drill shaft to be freely rotated in the drill support frame.
- a seat 812 which is configured to receive a carriage 814 of the drilling components.
- a centraliser 808 which is received in the bore defined by the valve manifold connector 704, and defines a throughbore for the passage of the drill shaft 802.
- the centraliser is a sleeve formed from a sacrificial material, such as a plastic, which facilitates longitudinal alignment of the drill during the early stages of drilling, but which may be damaged during the course of drilling.
- the drilling tool carriage 814 is shaped to be accommodated within the drill support frame 804, and comprises recesses (not shown) arranged around the outer surface of a torque reaction block 822.
- the recesses correspond to the position and profile of the support bars 818.
- the carriage 814 supports and carries a hydraulic drill motor 824, which is powered by a hydraulic hose 826 that runs out of the drilling tool behind the drill motor and carriage.
- the carriage 814 is able to slide with respect to the support bars, but due to interaction of the block and the bars, is rotationally keyed with respect to the support frame.
- Disposed between the drill shaft 802 and the torque reaction block 822 is an arrangement of ports 828 which provides through connection through an interior of the drill shaft and the open space between the support bars.
- a lower surface of the carriage 814 is provided with a seal 830 for sealing the carriage 814 against the seat 812 when in a lowered position.
- the drilling operation proceeds as follows. With the drilling tool 80 located on the valve manifold block 70 , and the first and second isolation valves 708, 710 fully open, the drill shaft 802 extends into the valve manifold block and into the blind hole 412 to the base of the blind hole. Valve 718 is opened, and a vacuum is drawn on the port 714 by a pump (not shown) powered from surface or a local ROV, causing circulation of seawater through the open structure of the drill support frame 804, and into the hollow drill shaft 802 via the ports 828, and out of the port 714 to be returned to the sea.
- the hydraulic drill motor 824 is powered from surface or a local ROV to cause the drill shaft 802 and bit to rotate.
- the weight of the drill shaft in conjunction with the low pressure drawn through the valve 718, provides sufficient weight-on-bit to progress the drilling of a hole through the base of the blind hole.
- the carriage 814 slides downwards on the support bars, carrying with it the drill motor 824 and the distal end of the hydraulic hose 826 as the drill bit progresses through the concrete capping plate.
- a pressure differential between the hydrostatic pressure and the storage cell pressure causes the drill shaft 802 and carriage 814 to be drawn downwards until the lower surface of the carriage engages with the seat 812 and seals the ports 828, preventing further inflow of seawater.
- Valve 718 is closed to prevent inflow of seawater through the port 714.
- valve 718 is vented to partially pressure balance the system and ease the pulling of the drill shaft 802 and carriage 814 against the seal with the seat 812. With the carriage fully retracted, it is latched against the support frame (latch not shown) and the isolation valves 708, 710 in the valve manifold block are closed.
- the port 714 enables pressure testing of the valve manifold block, and optionally the valve manifold can be flushed by liquid or gas to remove any hydrocarbons from the flow lines .
- the drilling tool may then be decoupled from the valve manifold block and retrieved to surface.
- the drilling tool 80 has a number of benefits in the envisaged applications to the penetration and/or access of a hydrocarbon storage cell. Firstly, by adopting a staged process of forming a blind hole and a secondary penetrating bore, the penetration distance required by the drill 80 is relatively low. This enables the use of a compact and relatively lightweight drilling tool. This is in contrast with a conventional drilling approach which would require the use of heavy drilling equipment, deployed to and supported by the upper surface of the storage cell.
- the two stage process may also enable performance of the operation on multiple storage cells at convenient times. For example, multiple blind holes may be sequentially formed on adjacent storage cells during one phase of operation, prior to penetration drilling being carried out in a second phase. This facilitates optimal use of resources. This is in contrast with convention single stage drilling, which may take a considerable amount of time from start to finish with no convenient point to pause or interrupt the operation.
- this equipment is not required to seal against the relatively coarse upper surface of the capping plate. To do so would require a time-consuming and technically challenging surface polishing operation, so that the surface is sufficiently smooth to enable drilling equipment to be sealed on the surface.
- the drilling support frame is designed to provide sufficient support to the drilling equipment, but remaining weak enough to be distorted or damaged if impacted during use, for example by a ROV or another subsea object or item of mobile infrastructure. This prevents large forces being transferred to the valve manifold and/or capping plate of the storage cell.
- the foregoing description relates to a method of providing penetration and access to a hydrocarbon storage cell, and results in the provision of an access point in the form of an anchor hub 60 and an isolation valve manifold 70.
- the valve manifold provides a connection point for a hose connector to enable hydrocarbons to be transferred from and/or to the storage cell during a remediation operation.
- the hose connector assembly 90 comprises a lower connector 91 , which is of the dog and window locking type described above in the context of the valve manifold and the drilling tool.
- the hose connector assembly comprises a T-piece 92 defining a throughbore 95 between the lower connector 91 and an upper flange plate 93.
- a blind flange 94 is joined to the flange plate to close the throughbore.
- a side arm 96 of the T-piece 92 comprises a side bore 97 to a side flange 98.
- a receptacle 99 of a hot stab connector 107 Joined to the side flange 98 is a receptacle 99 of a hot stab connector 107, which enables the coupling of a transfer hose 108 with the hose connector assembly 90.
- the hose connector assembly 90 is configured for attachment to a vertically oriented hot stab, which has an elbow joint for connection to a horizontally-oriented hose.
- the configuration of the hose connector assembly 90 also enables convenient coupling of a hose to the valve manifold while maintaining full bore access to the manifold via the throughbore 95 if required. This facilitates intervention through the valve manifold 70, for example to insert a macerator, agitator, or pump into the storage cell to facilitate removal of materials, optionally while a hose is connected.
- FIG. 10 of the drawings An alternative hose connector assembly is shown in Figure 10 of the drawings, generally depicted at 101 , and configured for attachment to a horizontally-oriented hot stab for in-line or on-axis connection to a horizontally-oriented hose.
- the hose connector assembly 101 comprises a lower connector 103, which is of the dog and window locking type described above in the context of the valve manifold and the drilling tool.
- the hose connector assembly lacks a T-piece, and instead defines an axial throughbore 104 between the lower connector 91 and an upper flange plate 105.
- Joined to the upper flange plate 105 is a receptacle 106 of a hot stab connector 107, which enables the coupling of a transfer hose 108 with the hose connector assembly 100.
- anchor hubs may be used in different embodiments of the invention. Examples of anchor hubs in different forms are shown in Figures 4 to 1 1.
- the anchor hub 1 10 is similar to the anchor hub 60, and will be understood from Figures 6A and 6B and the accompanying description.
- the anchor hub 110 comprises upper and lower rings 111 , 1 12 with inner tapered surfaces which correspond to tapered surfaces on the outer surface of the main hub body 114.
- the rings 11 1 , 1 12 are brought together by the tightening of anchor bolts, and compress an intermediate seal arrangement 116.
- the anchor hub 1 10 differs from the hub 60 of Figure 6 in that the upper portion 1 17 of the anchor hub comprises a J lock spigot 1 18 for mounting equipment, such as a valve manifold, on the concrete capping plate.
- FIG 12 is a sectional view through an anchor hub according to an alternative embodiment of the invention, generally shown at 120.
- This embodiment is again similar to the anchor hubs 60 and 110 of Figures 6 and 11 in that it has an arrangement of corresponding tapered profiles.
- this embodiment differs in that the upper and lower tapered rings 121 , 122 are solid rings, and a segmented anchor ring 123 is arranged around the exterior of the main body 124 of the anchor and rings 121 , 122.
- the anchor hub 120 is internally actuated by a threaded engagement of the main body with the lower anchor ring 122. This causes the lower anchor ring to move axially upwards and forces the external anchor ring 123 to engage the bore.
- the upper portion of the anchor hub provides a flange attachment.
- FIG. 13 is a sectional view through an anchor hub 130 according to a further alternative embodiment of the invention.
- the anchor hub is formed from the core drill bit itself, which is retained in the concrete capping plate.
- the anchor comprises a hollow cylinder 131 which forms an annular groove during drilling.
- the upper part of the anchor hub is provided with a J lock spigot 132 for mounting equipment, such as a valve manifold.
- a resin is pumped into the micro-annulus between the core bit and the concrete capping plate in order to seal between the lower end of the sleeve and the plate.
- This configuration has the advantage of fewer operation steps in order to mount the hub, but does require drilling through the full thickness of the capping plate in the subsequent drilling operation in order to penetrate the storage cell.
- FIG 14 is a sectional view through an anchor hub 140 according to a further alternative embodiment of the invention.
- the anchor hub is mounted into a blind hole.
- the main body 141 of the hub is externally bolted to the capping plate via a flange 142.
- Sealing elements 143, 144 are provided beneath the flange plate and surrounding the lower portion of the anchor in axially separated positions.
- the upper portion of the anchor hub is provided with a J lock spigot 145 for the mounting of equipment, such as a valve manifold.
- Figure 15A shows the top of a second storage cell 1500, which has an anchor hub 110 installed in a blind hole in a capping plate 1508.
- the storage cell 1500 is the same as the storage cell 400, and the blind hole is formed by the method described with reference to Figures 4B and 4C.
- the anchor hub 110 in this example is the anchor hub 1 10 of Figure 1 1 , and as shown in Figure 15A has been fixed into the capping plate to provide access and attachment point.
- FIG 15B shows a valve manifold 1600 and drilling tool 180 deployed from surface and landed with the assistance of ROV 102.
- the valve manifold 1600 is shown in more detail in Figure 16.
- the manifold comprises a main body 1602, and a lower connector 1604, which in this case is configured for attachment to a J lock spigot of the anchor hub 1 10.
- a throughbore 1606 extends from the lower connector 1604 to an upper opening 1608, which includes a guide funnel 1610 for assisting with the placement of the drilling apparatus 180 in the manifold 1600.
- an isolation valve 1612 which in this case is a ball valve operable to be actuated by a ROV torque bucket 1614.
- a seat 1615 defined by a reduced inner diameter.
- the seat provides a landing point for the drilling tool 180 and a sealing plug running tool.
- a side conduit 1616 Disposed between the isolation valve 1612 and the lower connector 1604 is a side conduit 1616 which extends from the throughbore 1606 to a side flange 1618.
- the side flange 1618 is configured for the attachment of a hot stab hose connection receptacle 1620, in this case in a vertical orientation, which enables a ROV to connect a hot stab of a transfer hose 108 to the valve manifold ( Figure 15B).
- the valve manifold 1600 also provides a guide for the drilling tool 180 to drill a hole which penetrates the storage cell 1500.
- the drilling tool 180 is similar in form and function to the drilling tool 80 described in detailed reference to Figures 4E, 4F, 8A and 8B and will not be described in detail here.
- the drilling tool 180 differs in that a lower bearing assembly on the drilling support frame is configured to be received in the seat 1615.
- the lower bearing assembly of the drilling tool is located on the seat, and provides support and centralisation for passage and rotation of the drill shaft.
- the drilling tool 180 is operated to drill a hole through the base of the blind hole and into the storage cell.
- the method of drilling is similar to the method described with reference to Figures 4E, 4F, 8A and 8B and will not be described in detail here.
- the drilling of the penetrating hole is performed with the side conduit 1616 of the valve manifold 1600 connected to a storage cell 400 which has already been penetrated.
- the cell 1500 is to be remediated by transferring hydrocarbons contained in the storage cell 1500 to a disposal cell, which in this case is cell 400.
- Cell 400 has been provided with an anchor hub 60 and valve manifold 70 by the method described with reference to Figure 4.
- Figure 15D shows schematically the equipment installed on the remediating cell 1500 and the disposal cell 400.
- the isolation valves 708 and 710 are opened to provide fluid communication between the internal volume of the storage cell 400 and the manifold 1600.
- the relatively low pressure of the cell 400 draws seawater through the open structure of the drill support frame, and into the hollow drill shaft via ports, and through the hose 108 to the disposal cell 400.
- the low pressure also causes the drill shaft and core bit of the drilling tool 180 causes the drill shaft and carriage to be drawn downwards until the lower surface of the carriage engages with a seat.
- pressure is equalised between the cell 1500 and the cell 400, and the valve 1614 is closed to prevent further in-flow of seawater.
- the drill bit and drive shaft are ejected into the cell.
- the carriage of the drilling apparatus 80 is retracted and latched in an upper position, enabling isolation valve 1612 to be closed, and the drilling apparatus 180 to be removed.
- the storage cell 1500 is now ready to be remediated.
- a transfer pump assembly 1520 On the valve manifold 70 of the disposal cell 400 is mounted a transfer pump assembly 1520.
- the pump assembly comprises a progressive cavity multiphase pump and a connector which corresponds to the upper connector 704 of the valve manifold.
- the pump assembly 1520 comprises a viewing window to enable a ROV (or diver) to monitor the fluid being pumped through the assembly.
- ROV or diver
- the low pressure on the inlet side of the pump 1520 causes hydrocarbons to be drawn from the remediating cell 1500 along the transfer hose and through the valve manifold 70 into the disposal cell 400.
- the ROV monitors the fluid being pumped through the pump assembly, until it is observed that seawater (rather than hydrocarbons) is being pumped through the transfer hose 108.
- the remediating cell is isolated, and the transfer hose is flushed into the disposal cell.
- the remediating cell valve manifold 1600 is pressure tested, and the hose connector is removed from the valve manifold, ready for transfer to another remediating cell.
- Figure 15E shows an optional step of injecting dispersible chemicals into the remediating cell via a second hose 109, which in this case is run from surface.
- FIG. 15F shows a sealing plug and running tool assembly 1700 which is deployed from surface and landed with the assistance of the ROV 102.
- the sealing plug and running tool assembly 1700 is shown in more detail in Figure 17.
- the running tool 1701 comprises a cylindrical sleeve 1702 with a lower seal assembly 1704, shaped and sized to fit into the seat 1615 defined by the valve manifold 1600.
- a shaft 1706 extends through the sleeve 1702 and the seal assembly 1704 to support a plug 1703 at its lower end.
- the sealing plug and running tool assembly 1700 is received in the upper part of the valve manifold 1600, and the lower seal assembly is landed on the seat.
- the seal is pressure tested, and subsequently the shaft 1706 is extended to mount the sealing plug 1703 in an upper part of the anchor hub 1 10. With the plug set, the equipment is again pressure tested, and the shaft 1706 is removed from the sealing plug 1703 to leave it in the anchor hub 110. The running tool 1701 is then recovered to surface through the valve manifold.
- valve manifold 1600 With the sealing plug 1703 in place, the valve manifold 1600 is removed from the anchor hub and recovered to surface. A blind cap is installed over the anchor hub, and optionally the anchor hub is capped with concrete to complete the plugging and capping operation. The storage cell 400 is then fully remediated.
- a hose may be deployed from surface and connected to the valve manifold of the disposal cell.
- a surface or subsea pump is operated to remove the attic oil from the disposal cell, before the hose is removed.
- the sealing and plugging operations described with reference to Figures 15F and 15G may then be repeated to plug and cap the remediated disposal cell.
- FIG 18 is an example of a valve manifold, according to an alternative embodiment of the invention, which is configured for diver-based operations.
- the valve manifold, generally shown at 1800 is similar to the valve manifold 70, and will be understood from Figure 7 and the accompanying description.
- the valve manifold 1800 is shown installed on an anchor hub, which is the anchor hub 120 described with reference to Figure 12.
- the valve manifold 1800 comprises upper and lower isolation valves 1808, 1810, and an intermediate port 1814 coupled to an isolation valve 1818.
- valve manifold connectors The upper and lower connectors of the valve manifold are flange plate connectors, which may be attached by the diver.
- the valves 1808, 1810 and 1818 function in a similar way to valves 704, 718 and 710, although are provided with manually actuated levers 1809, 1811 , 1819 to facilitate diver-based operations.
- FIGS 19A to 19H there are shown sequentially the steps of installing an anchor hub on a storage cell, penetrating the storage cell, and remediating the storage cell according to an alternative embodiment of the invention.
- the sequence shown is similar to the sequences shown in Figures 4A to 4F and 15A to 15G, but differs in that they are primarily operated by divers.
- a diver 1901 operates the drilling apparatus 50 to form a blind hole in the capping plate 408.
- the diver installs a valve manifold 1800 on an anchor hub 120 in the blind hole.
- a drilling apparatus 80 is located in the valve manifold, and the diver performs the drilling operation to penetrate the storage cell.
- Figure 19E shows diver-supervised remediation of a storage cell 1501 to a disposal cell 401 , the latter having a transfer pump assembly 1520 installed.
- the diver monitors the transfer of fluids through the transfer hose 108 via a viewing window provided in the hose connector assembly 1903.
- the invention provides a method and apparatus for accessing a hydrocarbon storage cell and/or removing hydrocarbons therefrom.
- An access method comprises installing an anchor hub in a capping plate of the hydrocarbon storage cell, and drilling a bore to penetrate an internal volume of the storage cell by passing a drilling apparatus through the anchor hub.
- a removal method comprises providing a first hydrocarbon storage cell comprising a first anchor hub and providing a second hydrocarbon storage cell comprising a second anchor hub. The first and second anchor hubs are connected to one another with a flowline, and hydrocarbons are pumped from an upper portion of an internal volume of the second hydrocarbon storage cell to an internal volume of the first hydrocarbon storage cell.
- An anchor hub in one aspect of the invention comprises a main body comprising an upper opening, a lower opening and a throughbore extending between the upper and lower openings.
- Securing means are configured to fix the anchor hub to a surface of a capping plate of the hydrocarbon storage cell
- the main body comprises a lower portion configured to be located in and extend into a recess formed in an upper surface of the capping plate.
- the invention provides methods and apparatus for accessing and/or removal of hydrocarbons from a storage cell in a manner that is safe, effective, convenient, and economical.
- the two stage access and penetration process enables performance of the operation on multiple storage cells at convenient times optimising use of resources.
- an anchor hub installed into a hole the capping plate in a first phase
- a secure, sealed attachment point for isolation and process equipment is provided.
- this equipment is not required to seal against the relatively coarse upper surface of the capping plate.
- the drilling support frame of embodiments of the invention is designed to provide sufficient support to the drilling equipment, but prevents large forces being transferred to the valve manifold and/or capping plate of the storage cell.
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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EP20213482.1A EP3828376A1 (en) | 2014-08-25 | 2015-08-25 | Anchor hub and apparattus for access and remediation of hydrocarbon storage tanks |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GBGB1415031.2A GB201415031D0 (en) | 2014-08-25 | 2014-08-25 | Method and apparatus for access and remediation of hydrocarbon storage tanks |
PCT/GB2015/052448 WO2016030670A2 (en) | 2014-08-25 | 2015-08-25 | Method and apparatus for access and remediation of hydrocarbon storage tanks |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
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EP20213482.1A Division-Into EP3828376A1 (en) | 2014-08-25 | 2015-08-25 | Anchor hub and apparattus for access and remediation of hydrocarbon storage tanks |
EP20213482.1A Division EP3828376A1 (en) | 2014-08-25 | 2015-08-25 | Anchor hub and apparattus for access and remediation of hydrocarbon storage tanks |
Publications (3)
Publication Number | Publication Date |
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EP3186472A2 true EP3186472A2 (en) | 2017-07-05 |
EP3186472B1 EP3186472B1 (en) | 2021-10-27 |
EP3186472B8 EP3186472B8 (en) | 2021-12-01 |
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EP20213482.1A Pending EP3828376A1 (en) | 2014-08-25 | 2015-08-25 | Anchor hub and apparattus for access and remediation of hydrocarbon storage tanks |
EP15771221.7A Active EP3186472B8 (en) | 2014-08-25 | 2015-08-25 | Method and apparatus for access and remediation of hydrocarbon storage tanks |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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EP20213482.1A Pending EP3828376A1 (en) | 2014-08-25 | 2015-08-25 | Anchor hub and apparattus for access and remediation of hydrocarbon storage tanks |
Country Status (4)
Country | Link |
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EP (2) | EP3828376A1 (en) |
CA (1) | CA2959106C (en) |
GB (4) | GB201415031D0 (en) |
WO (1) | WO2016030670A2 (en) |
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GB2581178B (en) | 2019-02-06 | 2022-06-08 | Sllp 134 Ltd | Gas storage system |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2039972A2 (en) * | 2007-08-24 | 2009-03-25 | Aerotechnik E. Siegwart GmbH | Seal device for a connector |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2507997A1 (en) * | 1981-06-17 | 1982-12-24 | Bretagne Atel Chantiers | Extraction of heavy oils from submerged tanks - employing heated heavy oil as heat transfer medium |
US4556343A (en) * | 1984-02-10 | 1985-12-03 | Cheung Maxwell C | Offshore oil storage and transfer facility |
GB9324560D0 (en) * | 1993-11-30 | 1994-01-19 | Framo Dev Uk Ltd | An apparatus for extraction of a fluent material from a container |
JP4172560B2 (en) * | 1998-12-28 | 2008-10-29 | 日本サルヴ▲ヱ▼ージ株式会社 | Liquid substance recovery method and liquid substance recovery apparatus |
FR2850631B1 (en) * | 2003-01-31 | 2006-03-03 | Ifremer | METHOD FOR RECOVERING A CARGO OF POLLUTANT LIQUIDS ABOVE A EPAVE |
GB0701600D0 (en) * | 2007-01-27 | 2007-03-07 | Deep Tek Ltd | Apparatus and method |
GB201103751D0 (en) * | 2011-03-07 | 2011-04-20 | Bamford Antony S | Flexible mixing and remediatin device deployed underwater for the clean up of concrete storage cells |
US8678708B2 (en) * | 2011-04-26 | 2014-03-25 | Bp Corporation North America Inc. | Subsea hydrocarbon containment apparatus |
GB201218569D0 (en) * | 2012-10-16 | 2012-11-28 | Mojo Maritime Ltd | Improvements in or relating to marine operations |
-
2014
- 2014-08-25 GB GBGB1415031.2A patent/GB201415031D0/en not_active Ceased
-
2015
- 2015-08-25 EP EP20213482.1A patent/EP3828376A1/en active Pending
- 2015-08-25 GB GB1709942.5A patent/GB2552887B/en active Active
- 2015-08-25 GB GB1816161.2A patent/GB2565663B/en active Active
- 2015-08-25 WO PCT/GB2015/052448 patent/WO2016030670A2/en active Application Filing
- 2015-08-25 EP EP15771221.7A patent/EP3186472B8/en active Active
- 2015-08-25 GB GB1515083.2A patent/GB2533986B8/en active Active
- 2015-08-25 CA CA2959106A patent/CA2959106C/en active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2039972A2 (en) * | 2007-08-24 | 2009-03-25 | Aerotechnik E. Siegwart GmbH | Seal device for a connector |
Non-Patent Citations (2)
Title |
---|
ANONYMOUS: "Kurt J. Lesker Company | CF Flanges Technical Notes | Vacuum Science is our Business", 4 February 2013 (2013-02-04), XP055668596, Retrieved from the Internet <URL:https://web.archive.org/web/20130204050754/http://www.lesker.com/newweb/flanges/flanges_technicalnotes_conflat_1.cfm> [retrieved on 20200213] * |
See also references of WO2016030670A2 * |
Also Published As
Publication number | Publication date |
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EP3186472B8 (en) | 2021-12-01 |
WO2016030670A2 (en) | 2016-03-03 |
CA2959106A1 (en) | 2016-03-03 |
CA2959106C (en) | 2023-02-21 |
GB2565663B (en) | 2019-05-15 |
WO2016030670A3 (en) | 2016-06-16 |
GB2533986B (en) | 2017-09-13 |
EP3186472B1 (en) | 2021-10-27 |
GB2533986B8 (en) | 2017-10-25 |
GB2533986A (en) | 2016-07-13 |
EP3828376A1 (en) | 2021-06-02 |
GB201415031D0 (en) | 2014-10-08 |
GB201709942D0 (en) | 2017-08-02 |
GB2565663A (en) | 2019-02-20 |
GB201515083D0 (en) | 2015-10-07 |
GB2552887B (en) | 2018-12-19 |
GB2552887A (en) | 2018-02-14 |
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