Distributed buoyancy subsea pipeline apparatus and method
View Patent ↗Apparatuses including a subsea pipeline ( 18 ) extending from a first location ( 14 ) to a second location ( 16 ) and including at least one distributed buoyancy region ( 102 ) to traverse a seabed topographic feature ( 12 ) are presented. Methods including laying a subsea pipeline ( 218 ) including laying a negatively buoyant section of pipeline ( 218 A), a distributed buoyancy section ( 202 ) of pipeline ( 218 ), and a second negatively buoyant section of pipeline ( 218 B) from a pipelay vessel ( 220 ) to traverse an undersea topographic feature ( 212 ) are also presented.
1. An apparatus to traverse an undersea escarpment, comprising:
a subsea pipeline constructed to carry fluids across the undersea escarpment between a top of the escarpment and a bottom of the escarpment; wherein:
said pipeline comprising at least one distributed buoyancy region;
said pipeline comprising a first unbuoyed pipeline section extending from the top of the escarpment on a sea floor to said distributed buoyancy region and a second unbuoyed pipeline section extending from said distributed buoyancy region to the bottom of the escarpment on the sea floor; and
said distributed buoyancy region comprising two or more spatially arranged discrete buoyancy solutions directly attached to said distributed buoyancy region to create a positively buoyant inverse catenary section connecting said first and second pipeline sections in fluid communication when said distributed buoyancy solutions are located below the waterline; and
a flexure control device disposed at the top of the escarpment and located between said first unbuoyed pipeline section and said distributed buoyancy region, wherein the distributed buoyancy region rises above the flexure control device at the top of the escarpment before connecting to the second unbuoyed pipeline section.
2. The apparatus of claim 1 wherein each discrete buoyancy solution comprises one or more buoyancy-providing modules disposed along a length of said pipeline.
3. The apparatus of claim 1 wherein each discrete buoyancy solution comprises a coating of buoyant material.
4. The apparatus of claim 1 further comprising a tether system to retain said pipeline in position and to resist forces of undersea currents.
5. The apparatus of claim 1 wherein said first and said second pipeline sections are negatively buoyant.
6. The apparatus of claim 1 wherein the flexure control device is located proximate to an edge of the undersea escarpment.
7. The apparatus of claim 1 wherein the flexure control device is located distant to an edge of the undersea escarpment.
8. The apparatus of claim 1 , further comprising a second flexure control device disposed at the bottom of the escarpment and located between the second unbuoyed pipeline section and the distributed buoyancy region to reduce bending stress and strain in the second unbuoyed pipeline section.
9. A pipeline for traversing an undersea escarpment, comprising:
a first unbuoyed section located subsea and extending from a top of the undersea escarpment on the seabed;
a second unbuoyed section located subsea and extending from a bottom of the undersea escarpment on the seabed; and
at least one positively buoyant inverse catenary section disposed between the first and second unbuoyed sections, wherein the positively buoyant inverse catenary section comprises two or more spatially arranged buoyancy solutions directly attached to an outer diameter thereof to provide a positively buoyant inverse catenary section when the buoyancy solutions are located below the waterline, wherein the first and second unbuoyed sections are in fluid communication with one another via the positively buoyant inverse catenary section, and wherein the at least one positively buoyant inverse catenary section traverses the undersea escarpment.
10. The pipeline of claim 9 , wherein at least one buoyancy solution comprises one or more discrete buoyancy-providing modules.
11. The pipeline of claim 10 , wherein the buoyancy-providing module is a buoy.
12. The pipeline of claim 10 , wherein the buoyancy-providing module is a tethered buoy.
13. The pipeline of claim 9 , wherein at least one buoyancy solution is a buoyant coating.
14. The pipeline of claim 10 , wherein the discrete buoyancy-providing module comprises a buoyant coating, buoy, or both.
15. An apparatus to traverse an escarpment located on a seabed, comprising:
a subsea pipeline constructed to carry fluids across the escarpment between a top of the escarpment and a bottom of the escarpment; wherein:
said pipeline comprising at least one distributed buoyancy region;
said pipeline comprising a first unbuoyed pipeline section extending from the top of the escarpment on a sea floor to said distributed buoyancy region and a second unbuoyed pipeline section extending from said distributed buoyancy region to the bottom of the escarpment on the sea floor; and
said distributed buoyancy region comprising two or more spatially arranged discrete buoyancy solutions directly attached to said distributed buoyancy region to create a self-supporting, positively buoyant, inverse catenary section connecting said first and said second pipeline sections in fluid communication;
a first flexure control device disposed at the top of the escarpment and located between said first unbuoyed pipeline section and said distributed buoyancy region; and
a second flexure control device disposed at the bottom of the escarpment and located between the second unbuoyed pipeline section and the distributed buoyancy region.
16. The apparatus of claim 15 wherein at least one buoyancy solution comprises a buoyancy-providing module disposed along a length of said distributed buoyancy region.
17. The apparatus of claim 16 wherein the buoyancy-providing module is a tethered buoy.
18. The apparatus of claim 15 wherein the buoyancy solutions comprise a coating of buoyant material.
19. The apparatus of claim 15 wherein said first and said second pipeline sections are negatively buoyant.