Lowering buoyant structures in water

Patent metadata

Field	Value
Publication number	US-10480685-B2
Application number	US-201615551889-A
Country	US
Kind code	B2
Filing date	Feb 11, 2016
Priority date	Feb 18, 2015
Publication date	Nov 19, 2019
Grant date	Nov 19, 2019

Abstract

A method lowers a hollow structure through water and installs that structure at a subsea location. The structure has an internal space containing a ballast material such as sea salt that is substantially denser than water. Upon being lowered with the aid of the ballast material to a subsea destination, the structure is anchored at that destination. Then, water is introduced into the internal space to dissolve, suspend or dilute the ballast material. Thus dissolved, suspended or diluted, the ballast material is evacuated or dispersed from the internal space in a liquid or fluidized form. For example, a solution or suspension of the ballast material can be entrained in a flushing flow of water through and from the internal space. The internal space is then available to perform another, primary function in subsea operation of the structure, for example as a flowline to convey oil or gas.

First claim

The invention claimed is:

1. A method of lowering and installing a hollow structure in water, comprising:
temporarily carrying a denser-than-water ballast material on board the structure, the ballast material comprising a dry particulate solid, and the structure comprising at least one barrier that closes an internal space containing the ballast material;
lowering the structure while carrying the ballast material, the ballast material being shielded from the water by the at least one barrier while the structure is lowered through the water towards a subsea location;
anchoring the structure at the subsea location while carrying the ballast material;
at the subsea location, dissolving, penetrating, or removing the barrier to expose the ballast material to a flushing flow of the water that promotes dissolution, suspension or dilution of the ballast material in the flushing flow of water while the ballast material is carried by the structure anchored at the subsea location to provide a solution or suspension entrained in the flushing flow of water; and
removing the flushing flow of water and hence the dissolved, suspended or diluted ballast material from the structure.

2. The method of claim 1 , wherein removing the ballast material prepares the structure to perform a primary function at the subsea location, distinct from a secondary function of carrying the ballast material.

3. The method of claim 2 , wherein the primary function of the structure is that of a flowline for conveying fluids.

4. The method of claim 1 , wherein some of the ballast material is removed from the structure by a mechanical structure selected from the group consisting of a wiper and a pig.

5. The method of claim 1 , wherein a mass of the ballast material is exposed to the water flowing along one or more flow paths extending past or through the mass of ballast material.

6. The method of claim 1 , comprising sensing a composition of effluent fluid containing the ballast material emanating from the structure.

7. A hollow structure arranged to be installed at a subsea location to perform a primary function, wherein the structure carries a denser-than-water ballast material that is dissolved, suspended or diluted in water at the subsea location while the ballast material is carried by the structure, and further wherein the ballast material is a substantially dry particulate solid material, and the structure comprises at least one barrier that closes an internal space containing the ballast material so as to shield the ballast material from the water while the structure is lowered through the water and to block access of the water to the ballast material before the structure reaches the subsea location, which barrier is arranged to be opened, dissolved, penetrated or removed to expose the ballast material to a flushing flow of the water when the structure is at the subsea location, so as to remove the dissolved, suspended or diluted ballast material from the structure as a solution or suspension entrained in the flushing flow of water.

8. The structure of claim 7 , wherein the structure per se has positive or neutral buoyancy without the ballast material and the ballast material is present in sufficient quantity as to confer substantial negative buoyancy upon the structure as a whole, including the ballast material.

9. The structure of claim 7 , comprising one or more flow paths through which the water may run, past or through a body of ballast material, in contact with the ballast material.

10. The structure of claim 7 , comprising at least one sensor for sensing a composition of effluent fluid containing the ballast material emanating from the structure.

11. The structure of claim 7 , comprising at least one valve arranged to control the flow of the water through the or at least one barrier.

12. The structure of claim 7 , wherein the at least one barrier is positioned to protect parts of the structure from damage by the ballast material.

13. The structure of claim 7 , comprising one or more pumps arranged to drive the flow of the water across or through the ballast material.

14. The structure of claim 13 , wherein the one or more pumps comprise one or more of: an inlet pump on an inlet side of a flow path across or through the ballast material, and an outlet pump on an outlet side of the flow path to draw the water carrying the ballast material away from the structure.

Assignees

• Acergy France SAS

Inventors

• Bombino Stephane

Classifications

• F16L1/163 Primary

  by varying the apparent weight of the pipe during the laying operation · CPC title

• F16L1/24

  Floats; Weights · CPC title