Methods for detecting pipeline weakening

Patent metadata

Field	Value
Publication number	US-11604127-B2
Application number	US-201816647917-A
Country	US
Kind code	B2
Filing date	Sep 21, 2018
Priority date	Sep 22, 2017
Publication date	Mar 14, 2023
Grant date	Mar 14, 2023

Abstract

Methods of detecting pipeline weakening are described herein. The methods include creating a pressure wave in a fluid flowing in a pipeline using an input transducer located at a first position along the pipeline; measuring the pressure wave using an output transducer positioned at a second position along the pipeline that is spaced from the first position, and generating an output signal based on the pressure wave; analyzing the output signal to determine a stiffness of a sidewall of the pipeline positioned between the input transducer and output transducer; and determining if the sidewall includes a defect based on the stiffness of the sidewall, including analyzing a frequency response of the output signal to detect the defect.

First claim

The invention claimed is:

1. A method of detecting erosion within a sidewall of a pipeline, the method comprising:
a) introducing a pressure wave into a fluid flowing in the pipeline using an input transducer located at a first position along the pipeline, the input transducer being a piezoelectric speaker;
b) measuring an attribute of the pressure wave in the fluid and generating an output signal using an output transducer positioned at a second position along the pipeline, the second position being spaced apart from the first position along a length of the pipeline, the measured attribute being a frequency of the pressure wave;
c) analyzing a frequency response of the output signal, the analyzing of the frequency response including comparing a magnitude response of the pressure wave at various frequencies in a nominal pipeline with a magnitude response of the pressure wave at the various frequencies in the pipeline, the comparing showing that resonant peaks of the magnitude response of the pressure wave in the pipeline are shifted to lower frequencies than the resonant peaks of the magnitude response of the pressure wave in the nominal pipeline when the resonant peaks are in a range of 0.1 to 200 Hz; and
d) determining, based on the analysis of the frequency response, if the sidewall between the input transducer and output transducer has erosion.

2. The method of claim 1 , further comprising further analyzing the frequency response of the output signal in the frequency domain to determine a magnitude of the erosion.

3. The method of claim 1 , further comprising analyzing an impulse response of the output signal to determine a location of the defect relative to at least one of the input and output transducers.

4. The method of claim 3 , wherein analyzing the impulse response of the output signal to determine the location of the defect comprises analyzing the impulse response of the output signal in a time domain.

5. The method of claim 1 , wherein the output signal is a wide band signal averaged over a period of time.

6. The method of claim 1 , wherein the output signal is an impulse signal averaged over a period of time.

7. The method of claim 1 , wherein analyzing the frequency response of the output signal in the frequency domain provides an aggregate thickness of the pipeline over a distance between the first position and the second position.

Assignees

• Univ Saskatchewan

Inventors

• Wiens Travis Kent
• Ven Der Buhs Jeremy William

Classifications

• G01M5/0025

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

• G01N2291/044

  Internal reflections (echoes), e.g. on walls or defects · CPC title

• G01N2291/2636

  cylindrical from inside · CPC title

• G01N3/30 Primary

  by applying a single impulsive force, e.g. by falling weight · CPC title

• G01M3/243

  for pipes · CPC title