Method for monitoring the thermomechanical behaviour of a subsea pipe for transporting pressurised fluids

Patent metadata

Field	Value
Publication number	US-10768024-B2
Application number	US-201716075053-A
Country	US
Kind code	B2
Filing date	Jan 20, 2017
Priority date	Feb 2, 2016
Publication date	Sep 8, 2020
Grant date	Sep 8, 2020

Abstract

A method of monitoring thermomechanical behavior of an undersea pipe ( 2 ) transporting fluid under pressure and made by assembling unit pipe elements ( 4 ), comprising determining a mechanical signature specific to each unit pipe element, using a measurement cable ( 16 ) having an optical fiber sensor using Brillouin backscattering to measure deformation of the pipe element while it is subjected on land to various mechanical stresses in predetermined directions and magnitudes, and establishing a stiffness matrix associated with the mechanical signature of each pipe element, a step of determining a thermal signature specific to each unit pipe element, which step consists in measuring the temperature changes of the unit pipe element while it is being subjected on land to various different electrical heating powers, and in establishing a thermal transfer function associated with the thermal signature of each pipe element, and a monitoring step consisting of recovering.

First claim

The invention claimed is:

1. A method of monitoring the thermomechanical behavior of an undersea pipe for transporting fluid under pressure, the undersea pipe being made by assembling together a plurality of unit pipe elements arranged end to end, the method comprising:
a step of determining a mechanical signature specific to each unit pipe element, which step consists in using at least one measurement cable having at least one optical fiber sensor using at least Brillouin backscattering and positioned along the entire length of the unit pipe element to measure the deformations experienced by or simulated on said unit pipe element while it is being subjected on land to various different mechanical stresses in predetermined directions and of predetermined magnitudes, and, on the basis of the deformation measurements, in establishing a stiffness matrix associated with the mechanical signature of the unit pipe element;
a step of determining a thermal signature specific to each unit pipe element, which step consists in using at least one measurement cable provided with at least one optical fiber sensor using at least Raman backscattering and positioned along the entire length of the unit pipe element to measure temperature changes of said unit pipe element while it is being subjected on land to various different electrical heating powers, and, on the basis of these temperature measurements, in establishing a thermal transfer function associated with the thermal signature of the unit pipe element; and
a monitoring step consisting in recovering the variations in the optical signal injected into the optical fiber sensors while the pipe is in service, and on the basis of these variations in the optical signal, in determining any changes in the mechanical and thermal signatures of each unit pipe element.

2. The method according to claim 1 , wherein the stiffness matrix associated with the mechanical signature of each unit pipe element comprises values corresponding to the values of deformation experienced by the unit pipe element while being subjected on land to the various different mechanical stresses, and wherein the thermal transfer function associated with the thermal signature of each unit pipe element comprises values corresponding to the temperature rise values experienced by the unit pipe element while being subjected on land to various different heating powers.

3. The method according to claim 2 , wherein determining the deformations experienced by each unit pipe element makes it possible to calculate the values of the stiffness matrix associated with the mechanical signature of each unit pipe element.

4. The method according to claim 3 , wherein the mechanical stresses of predetermined directions and amplitudes applied on land to each unit pipe element comprise one or more of the following stresses: twisting stress; traction/compression stress; bending stress; and
pressure stress.

5. The method according to claim 1 , wherein the mechanical stresses of predetermined directions and amplitudes applied on land to each unit pipe element comprise one or more of the following stresses: twisting stress; traction/compression stress; bending stress; and pressure stress.

6. The method according to claim 5 , wherein the optical fiber sensor measurement cables are positioned on the unit pipe elements in such a manner as to extend substantially parallel to a longitudinal axis of said pipe.

7. The method according to claim 1 , wherein the optical fiber sensor measurement cables are positioned on the unit pipe elements in such a manner as to extend substantially parallel to a longitudinal axis of said pipe.

8. The method according to claim 7 , wherein the measurement cable optical fiber sensors that use Brillouin backscattering are monomode fibers.

9. The method according to claim 1 , wherein the measurement cable optical fiber sensors that use Brillouin backscattering are monomode fibers.

10. The method according to claim 9 , wherein the measurement cable optical fiber sensors that use Raman backscattering are multimode fibers.

11. The method according to claim 1 , wherein the measurement cable optical fiber sensors that use Raman backscattering are multimode fibers.

12. The method according to claim 11 , wherein each unit pipe element comprises an inner tube mounted coaxially inside an outer tube, the optical fiber sensor measurement cables being positioned on the inner tube of said unit pipe element.

13. The method according to claim 1 , wherein each unit pipe element comprises an inner tube mounted coaxially inside an outer tube, the optical fiber sensor measurement cables being positioned on the inner tube of said unit pipe element.

14. The method according to claim 1 , further comprising:
a step of determining an acoustic and vibratory signature specific to each unit pipe element, the step consisting in using the measurement cable having the optical fiber sensor that uses at least Brillouin backscattering and that is positioned along the entire length of the unit pipe element to measure the frequency variations of each unit pipe element while it is being subjected on land to various different acoustic and vibratory stresses, and on the basis of these noise variations, to establish an acoustic signature for each unit pipe element; and
a step of monitoring the acoustic and vibratory integrity of the pipe, which step consists in recovering the frequency variations of the optical signal injected into the optical fiber sensors while the pipe is in service, and on the basis of the frequency variations, in determining any changes in the acoustic and vibratory signature of each unit pipe element.

15. The method according to claim 14 , wherein the acoustic and vibratory stresses applied on land to each unit pipe element comprise: emitting noises inside of the unit pipe element filled with air via a bar connecting together the two ends of said unit pipe element, emitting noises inside of the unit pipe element filled with water via a bar connecting together the two ends of said unit pipe element, and setting the entire unit pipe element into vibration by means of vibrating studs.

Assignees

• Saipem Sa
• Cementys

Inventors

• Pionetti Francois-Regis
• Agoumi Jalil
• Sundermann Axel
• Maraval Damien
• Lamour Vincent

Classifications

• E21B47/007

  Measuring stresses in a pipe string or casing (for locating blocked portions of pipes E21B47/09) · CPC title

• G01K11/324

  using Raman scattering · CPC title

• G01K11/322

  using Brillouin scattering · CPC title

• E21B17/01

  Risers · CPC title

• G01D5/353

  influencing the transmission properties of an optical fibre · CPC title