초록 ▼

Disclosed are methods to counter buoyancy and install variable tension risers using a weighted chain ballast line. An example of an apparatus used in conjunction with the embodiments includes compliant variable tension risers to connect deep-water subsea wellheads to a single floating platform. The

Disclosed are methods to counter buoyancy and install variable tension risers using a weighted chain ballast line. An example of an apparatus used in conjunction with the embodiments includes compliant variable tension risers to connect deep-water subsea wellheads to a single floating platform. The variable tension risers allow several subsea wellheads, in water depths from 4,000 to 10,000 feet, at lateral offsets from one-tenth to one-half of the depth, to tie back to a single floating dry tree semi-submersible platform.

대표청구항 ▼

What is claimed is: 1. A method to install a communications riser from a floating platform to a subsea wellhead, comprising: deploying a wellhead connector mounted on a distal end of a first slick section of the communications riser; attaching to the communications riser a guide and ballast line to

What is claimed is: 1. A method to install a communications riser from a floating platform to a subsea wellhead, comprising: deploying a wellhead connector mounted on a distal end of a first slick section of the communications riser; attaching to the communications riser a guide and ballast line to be paid out and taken up from a floating vessel; deploying a buoyed section of the communications riser; adjusting the guide and ballast line to counter any positive buoyancy of the buoyed section; deploying a neutrally buoyant section of the communications riser; deploying a second slick section of the riser; manipulating the guide and ballast line to deflect the communications riser a lateral distance; and lowering the communications riser to engage the wellhead with the wellhead connector. 2. The method of claim 1 wherein the wellhead connector, buoyed section, neutrally buoyant section, and the second slick line section are deployed from the floating platform, and the guide and ballast line is manipulated with the floating vessel. 3. The method of claim 2 comprising forming a curved section in the neutrally buoyant section of the communications riser to traverse the lateral distance. 4. The method of claim 3 wherein the guide and ballast line comprises a heavy ballast chain. 5. The method of claim 3 wherein the guide and ballast line comprises a fine-tuning ballast chain. 6. The method of claim 2 further comprising using remotely operated vehicles to assist in the deflection of the communications riser. 7. The method of claim 2 wherein the floating platform is a semi-submersible platform. 8. The method of claim 2 comprising repeating the deployments, attachment, manipulation, and lowering to deploy a plurality of communications risers from the floating platform. 9. The method of claim 2 wherein the subsea wellhead is in water from 1,000 to 15,000 feet deep below the floating platform. 10. The method of claim 2 wherein the subsea wellhead is in water from 4,000 to 10,000 feet deep below the floating platform. 11. The method of claim 1 further comprising paying out and taking up the guide and ballast line to apply axial and lateral loads to guide the communications riser across the lateral distance. 12. The method of claim 1 wherein the neutrally buoyant section of the communications riser includes a heavy case section. 13. The method of claim 1 wherein the neutrally buoyant section of the communications riser includes a light case section. 14. The method of claim 1 further comprising a ballast weight and a stress joint proximate to the wellhead connector.