Flexible pipe support

Patent metadata

Field	Value
Publication number	US-9714727-B2
Application number	US-201514932800-A
Country	US
Kind code	B2
Filing date	Nov 4, 2015
Priority date	Nov 16, 2007
Publication date	Jul 25, 2017
Grant date	Jul 25, 2017

Abstract

A method and apparatus are disclosed for supporting a flexible pipe. The method includes the steps of responsive to a change in at least one condition experienced by a flexible pipe, varying an amount of support provided at at least one location on the flexible pipe.

First claim

We claim:

1. A method of supporting a flexible pipe in a wave configuration for transporting production fluids from a subsea location to a floating facility, the method comprising:
responsive to a change in buoyancy experienced by a flexible pipe, increasing and/or decreasing an amount of buoyant support provided at a plurality of locations on the flexible pipe by decreasing and/or increasing a downward force applied to the flexible pipe, provided by a weight chain, flexible filament or biasing element, extending between a portion of the flexible pipe or a buoyancy module secured to the flexible pipe and a seabed region.

2. The method as claimed in claim 1 , wherein the wave configuration comprises at least one wave comprising a crest region and a valley region extending from the crest region, the crest region defining a concave curve with respect to the seabed and the valley region defining a convex curve with respect to the seabed.

3. The method as claimed in claim 1 , further comprising:
over a period of time, continuously and automatically varying the amount of buoyant support provided to the flexible pipe by continuously and automatically varying the downward force as conditions experienced by the pipe vary.

4. The method as claimed in claim 1 , further comprising:
varying the amount of buoyant support provided to the flexible pipe by increasing and/or decreasing an amount of weight suspended at one of the said locations.

5. The method as claimed in claim 4 , further comprising:
increasing and/or decreasing the amount of buoyant support provided to the flexible pipe by respectively decreasing and/or increasing the amount of weight provided by a weight chain suspended from a portion of the flexible pipe or suspended from a buoyancy module secured to the flexible pipe.

6. The method as claimed in claim 5 , further comprising:
supporting a portion of the weight chain on a sea bed region, a proportion of the weight chain being supported on the sea bed region determining the amount of weight suspended from the flexible pipe or suspended from the buoyancy module secured to the flexible pipe.

7. The method as claimed in claim 1 , further comprising:
varying the amount of buoyant support provided to the flexible pipe by varying a downward force, provided by a biasing element, applied to the flexible pipe.

8. The method as claimed in claim 1 , wherein the amount of buoyant support provided at the plurality of locations on the flexible pipe is automatically increased and decreased as the buoyancy experienced by the flexible pipe increases and decreases, respectively, from changing density of a fluid being transported in the flexible pipe.

9. A flexible pipe supported in a wave configuration for transporting production fluids from a subsea location to a floating facility, comprising:
a flexible pipe and a weight chain, flexible filament or biasing element extending between a portion of the flexible pipe or a buoyancy module secured to the flexible pipe and a seabed region,
wherein an amount of buoyant support provided to the pipe at a plurality of locations on the flexible pipe is increased and/or decreased responsive to a change in buoyancy experienced by the flexible pipe as a result of decreased and/or increased downward force applied to the flexible pipe by the weight chain, flexible filament or biasing element.

10. The method as claimed in claim 9 , wherein the wave configuration comprises at least one wave that curves upwardly away from the seabed, back downwardly toward the seabed, and then back upwardly away from the seabed.

11. The flexible pipe as claimed in claim 9 , wherein:
the amount of buoyant support provided to the flexible pipe is varied continuously and automatically as conditions experienced by the pipe vary.

12. The flexible pipe as claimed in claim 9 , wherein:
at least one buoyancy module is secured at a respective location to the flexible pipe.

13. The flexible pipe as claimed in claim 12 , wherein:
a weight chain is secured to the buoyancy module.

14. The flexible pipe as claimed in claim 13 , wherein:
a length of each weight chain is selected so that a portion of each weight chain is supported on the sea bed region.

15. The flexible pipe as claimed in claim 9 , wherein:
at least one weight chain is secured at a respective location to the flexible pipe.

16. A jumper or riser or flowline comprising the flexible pipe as claimed in claim 9 .

17. A method of transporting a fluid, comprising:
transporting a fluid through a flexible pipe supported in a wave configuration disposed in a subsea environment;
the flexible pipe being supported at a plurality of locations wherein an amount of buoyant support provided to the pipe is increased and/or decreased at the plurality of locations, responsive to a change in buoyancy experienced by the flexible pipe, by decreasing and/or increasing a downward force applied to the flexible pipe, provided by a weight chain, flexible filament or biasing element, extending between a portion of the flexible pipe or a buoyancy module secured to the flexible pipe and a seabed region.

18. The method as claimed in claim 17 , wherein:
a first end of the flexible pipe is connected to a subsea location and a second end of the flexible pipe is connected to a floating facility such that the fluid is transported from a subsea location to a floating vessel via the pipe;
the wave configuration of the flexible pipe comprises at least one wave comprising a crest region and a valley region extending from the crest region, the crest region defining a concave curve with respect to the seabed and the valley region defining a convex curve with respect to the seabed;
the flexible pipe being supported in the wave configuration by a plurality of the buoyancy modules secured to the flexible pipe at least partially along the crest region of the at least one wave;
the decreasing and/or increasing of the downward force applied to the flexible pipe is provided by a plurality of weight chains comprising interlocked links, each extending between a portion of the flexible pipe or a buoyancy module secured to the flexible pipe and a seabed region; and
a portion of one of the weight chains is supported on a sea bed region, a proportion of the weight chain being supported on the sea bed region determining the amount of weight suspended from the flexible pipe or suspended from the buoyancy module secured to the flexible pipe at a particular location.

19. The method as claimed in claim 17 , wherein the wave configuration comprises at least one wave comprising a crest region and a valley region extending from the crest region, the crest region defining a concave curve with respect to the seabed and the valley region defining a convex curve with respect to the seabed.

20. The method of claim 18 , wherein the one of the weight chains has a weight and length such that a decrease in buoyancy experienced by the flexible pipe increases an amount of slack in the one of the weight chains that is supported on the sea bed region and an increase in buoyancy experienced by the flexible pipe decreases the amount of slack in the one of the weight chains that is supported on the sea bed region.

21. A method of transporting a fluid, comprising:
transporting a fluid through a flexible pipe supported in a wave configuration disposed in a subsea environment, wherein the wave configuration comprises at least one wave comprising a crest region and a valley region extending from the crest

Assignees

• Ge Oil & Gas Uk Ltd

Inventors

• Tan Zhimin
• Powell Michael David
• Zhang Yanqiu
• Kolanski Thomas

Classifications

• F16L3/16 Primary

  with special provision allowing movement of the pipe (F16L3/01 takes precedence; supporting pipes or cables inside other pipes or sleeves F16L7/00) · CPC title

• E21B17/015 Primary

  Non-vertical risers, e.g. articulated or catenary-type · CPC title

• F16L11/133

  buoyant · CPC title

• F16L3/26

  specially adapted for supporting the pipes all along their length, e.g. pipe channels or ducts · CPC title

• F16L1/163

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