Method and system for the continuous remote monitoring of deformations in a pressurized pipeline

Patent metadata

Field	Value
Publication number	US-9921129-B2
Application number	US-201514688287-A
Country	US
Kind code	B2
Filing date	Apr 16, 2015
Priority date	Apr 18, 2014
Publication date	Mar 20, 2018
Grant date	Mar 20, 2018

Abstract

A method and system are described, for the continuous remote monitoring of deformations in a pipeline ( 10 ) suitable for the transportation of a pressurized fluids, such as, for example, pipelines designed for the transportation of low- and high-pressure fluids (natural gas, crude oil, water, oil products) that cannot be controlled by using Intelligent Pipeline Inspection Gauge (PIG) systems, or sections of pipeline exposed to the risk of landslides and/or earthquakes in which catastrophic breakages can be generated, with a consequent interruption in the transportation service. The method and system envisage the application of the guided wave technique for the remote-controlled monitoring of the tensional state of the pipeline ( 10 ) also on extensive sections, having a length equal to hundreds of meters, using a relatively reduced number of sensors ( 12 ) installed on the outer surface of the pipeline ( 10 ).

First claim

The invention claimed is:

1. A method for continuous remote monitoring of deformations of a pipeline configured for transporting a pressurized fluid, the method comprising:
installing a plurality of sensors on the pipeline, capable of transmitting and/or receiving guided waves generated in a form of elastic vibrations, wherein pairs of sensors are installed on respective sections of pipeline at a predefined distance;
performing one or more initial calibration measurements on each section of pipeline, wherein each of said initial calibration measurements is performed with a generation and propagation of guided waves by at least one sensor, and wherein respective measured data are stored in a measured data vector (A meas n, fk );
simulating the generation and propagation of guided waves on each section of pipeline, using a numerical model based on specific parameters typical of the pipeline and of an environment in which said pipeline is installed, wherein respective simulated data are stored in a simulated data vector (A sim n, fk );
repeating the simulating until a deviation value (∥A meas n, fk −A sim n, fk ∥) between the measured data (A meas n, fk ) and the simulated data (A sim n, fk ) is lower than a predefined threshold value (ε(n, f k ));
simulating a variation in said parameters, using said numerical model, so as to obtain values of said parameters which can jeopardize an integrity of the pipeline;
evaluating the deviation value (∥A meas n, fk −A sim n, fk ∥) between the measured data (A meas n, fk ) and the simulated data (A sim n, fk ) as a function of the variation in said parameters for defining respective alarm thresholds (λ(n, f k ));
performing one or more effective measurements on each section of pipeline, wherein the measured data are stored in the measured data vector (A sim n, fk );
repeating the performing one or more effective measurements until a deviation value (∥A meas,current n, fk −A meas,previous n, fk ∥) between a certain current measurement (A meas,current n, fk ) and a previous measurement (A meas,previous n, fk ) exceeds at least one of said alarm thresholds (λ(n, f k )), a passing of at least one of said alarm thresholds (λ(n, f k )) indicating that there are critical variations in a state of the pipeline; and
detecting and localizing the critical variations in the state of the pipeline based on the deviation value (∥A meas,current n, fk −A meas,previous n, fk ∥) passing the at least one of said alarm thresholds (λ(n, f k )).

2. The method according to claim 1 , wherein, when the deviation value (∥A meas,current n, fk −A meas,previous n, fk ∥) between the certain current measurement (A meas,current n, fk ) and the previous measurement (A meas,previous n, fk ) does not exceed at least one of said alarm thresholds (λ(n, f k )), the simulating and the performing the effective measurements are repeated, updating the numerical model according to new measured data and defining new alarm thresholds (λ(n, f k )).

3. The method according to claim 1 , further comprising evaluating a rate of the deviation value (∥A meas n, fk −A sim n, fk ∥) between the measured data (A meas n, fk ) and the simulated data (A sim n, fk ) as a function of the variation in said parameters, thus allowing time scheduling of the measurement steps.

4. The method according to claim 1 , wherein said parameters typical of the pipeline comprise geometry, material, thickness and diameter of said pipeline and its coating.

5. The method according to claim 1 , wherein said parameters of the environment in which the pipeline is installed comprise laying depth of said pipeline, composition of soil, and pressure of the soil.

6. The method according to claim 1 , wherein the simulating the variation in said parameters comprises simulating:
a formation and growth of defects in the pipeline,
a formation and growth of corrosion areas,
a formation and growth of deposit areas,
a variation in a pipe-coating coupling, and
a variation in pressure exerted by soil, considering both small and large variations capable of deforming said pipeline and causing its breakage.

7. The method according to claim 1 , wherein said numerical model is a finite element method (FEM).

8. The method according to claim 1 , wherein said predefined distance is of about 10 meters, so that a guided wave generated by a certain sensor is capable of reaching adjacent sensors.

9. The method according to claim 1 , wherein said guided waves are generated in the form of elastic vibrations of a torsional type, with frequencies within a range of 4 kHz to 128 kHz.

10. The method according to claim 1 , wherein the monitoring of deformations in the pipeline due to internal or external pressure variations is performed by exploiting, before a possible breakage of said pipeline, a partial or total loss of elasticity of said pipeline in an area subjected to pressure variations, with one or more of the following variations in a pulse transmitted by a first sensor and received by a second sensor through a respective section of pipeline:
variation in passage time of the pulse through the respective section of pipeline;
variation in amplitude of the pulse directly depending on a variation in tensional state of the pipeline, without frequency modifications; and
partial propagation of a guided wave through the respective section of pipeline or lack of propagation of the guided wave through the respective section of pipeline.

Assignees

• Eni Spa

Inventors

• Giunta Giuseppe
• Bertoncini Francesco
• Turcu Florin Octavian
• Raugi Marco

Classifications

• G01M5/0025 Primary

  of elongated objects, e.g. pipes, masts, towers or railways (G01M5/0058 takes precedence) · CPC title

• G01H1/00

  Measuring {characteristics of} vibrations in solids by using direct conduction to the detector (G01H9/00, G01H11/00 take precedence) · CPC title

• G01M7/00

  Vibration-testing of structures; Shock-testing of structures (G01M9/00 takes precedence) · CPC title

• G01M5/0066

  by exciting or detecting vibration or acceleration (vibration testing of structures G01M7/00) · CPC title

• G01N19/00

  Investigating materials by mechanical methods (G01N3/00 - G01N17/00 take precedence) · CPC title