Suction pile cofferdam
A cofferdam is disclosed that includes an open frame structure having double walls defining a hollow space within each double wall, with each double wall having an open bottom end and a closed top end. Each of the double walls are configured to act as suction piles allowing liquid to be removed from the space within each double wall to thereby induce negative pressure when the cofferdam is installed in a sub-sea configuration. Each of the double walls may include a plurality of partitions respectively defining a plurality of suction piles, the suction piles fluidically coupled by a manifold that may allow liquid to be removed from the suction pile to thereby drive the cofferdam structure into the subsea surface due to the induced negative pressure. A further embodiment cofferdam structure includes an open frame structure and one or more suction piles attached to the open frame structure.
1. A subsea apparatus, comprising:
a plurality of suctions piles disposed in closed geometric shape to define a portion of a cofferdam enclosing an open region, at least one of the suction piles is a movable suction pile movably connected to at least one adjacent suction pile;
each of the suction piles including a wall defining an interior, an exterior, an open bottom end, and a closed top end,
wherein each suction pile is configured to be driven into a sea floor by a pressure differential induced between the interior and the exterior by a vacuum when a fluid is removed from the interior, and wherein the movable suction pile is configured to be driven into the sea floor independent of the at least one adjacent suction pile.
2. The subsea apparatus of claim 1 wherein the suction piles are connected together on a sea floor.
3. The subsea apparatus of claim 1 wherein the suction piles are configured to be installed independently of each other on the sea floor.
4. The subsea apparatus of claim 1 , wherein the movable suction pile is configured to be connected to the adjacent suction pile via at least one of a tongue-and-groove attachment, dovetailing, mortise, a hinge, or a mortise-and-tenon joint.
5. The subsea apparatus of claim 1 , wherein at least a portion of the suction piles are configured to overlap at least a portion of the adjacent suction pile.
6. The subsea apparatus of claim 1 , wherein at least a first suction pile is differently configured from a second suction pile.
7. The subsea apparatus of claim 1 , wherein at least a portion of the suction piles comprise an open frame structure having double wall defining a hollow space within each double wall, each double wall having an open bottom end and a closed top end.
8. The subsea apparatus of claim 1 , where at least a portion of the suction piles further comprises one or more fluidic conduits configured to allow liquid to be removed from the interior of the section pile.
9. The subsea apparatus of claim 8 , wherein the one or more fluidic conduits are configured to connect with a fluidic connection provided by an external device to allow the external device to pump liquid of the interior of each of suction piles.
10. The subsea apparatus of claim 8 , wherein at least one fluidic conduit comprises a perforated pipe having a plurality of apertures.
11. The subsea apparatus of claim 1 , wherein at least a portion of the suction piles further comprises an extended structure that extends in a direction external to the open region.
12. The subsea apparatus of claim 1 , wherein a first of the suction piles is driven deeper into a sea floor surface than a second of the suction piles.
13. The subsea apparatus of claim 1 , wherein fluid is removed from a first interior of a first of the suction piles at a first rate that is different than a second rate fluid is removed from a second interior of a second of the suction piles.
14. A method of installing a plurality of suction piles to define a subsea cofferdam, the method including:
lowering a plurality of individual suction piles to a sea floor,
movably connecting at least one movable suction pile to at least one adjacent suction pile to at least partially define a cofferdam having an enclosed open region;
generating a vacuum within an interior of the suction piles by removing liquid from the interior of the suction piles to induce a negative pressure between the interior and an exterior of the suction piles; and
driving the cofferdam into the sea floor due to the negative pressure.
15. The method of claim 14 , wherein movably connecting the suction piles comprises connecting at least one of a tongue-and-groove attachment, a dovetail attachment, a mortise attachment, a hinge attachment, and a mortise-and-tenon joint attachment.
16. The method of claim 14 , further comprising:
removing liquid from a first of the suction piles prior to removing liquid from a second of the suction piles, wherein the first and second suction piles are individually driven into the sea floor.
17. The method of claim 14 , further comprising diving a first of the suction piles to a first depth within the sea floor and driving a second of the suction piles to a second depth in the sea floor, wherein the first and second depths are different.
18. The method of claim 14 further comprising:
removing liquid from a first of the suction piles at a first rate and removing liquid from a second of the suction piles at a second rate.
19. The method of claim 18 , wherein the first rate and the second rate are different.
20. The method of claim 18 , wherein the first rate and the second rate are equal.