Acoustic detection of stress-induced mechanical damage in a borehole wall

• US 6,510,389 B1
• Filed: 02/25/2000
• Issued: 01/21/2003
• Est. Priority Date: 02/25/2000
• Status: Expired due to Term

• Current Assignee: Schlumberger Technology Corporation (Schlumberger NV)
• Original Assignee: Schlumberger Technology Corporation (Schlumberger NV)
• Inventors: Sinha, Bikash, Plona, Thomas J., McGowan, Lawrence, Winkler, Kenneth W., DʼAngelo, Ralph M.
• Primary Examiner(s): Lefkowitz, Edward
• Assistant Examiner(s): Taylor, Victor J.
• Application Number:
  US09/513,602
• Time in Patent Office: 1,061 Days
• Field of Search: 702/6, 702/14, 702/16, 731/520.1, 367/31, 367/86, 181/104
• US Class Current: 702/6
• CPC Class Codes: G01N 2291/2636 cylindrical from inside
• CPC Class Codes: G01N 29/07 by measuring propagation velocity or propagation time of acoustic waves
• CPC Class Codes: G01N 29/11 by measuring attenuation of acoustic waves
• CPC Class Codes: G01N 29/48 by amplitude comparison
• CPC Class Codes: G01N 29/52 using inversion methods other that spectral analysis, e.g. conjugated gradient inversion
• CPC Class Codes: G01V 1/50 Analysing data

Abstract

A method provides for locating and measuring mechanical damage in rock surrounding a borehole by detecting one or both of reductions in ultrasonic compressional wave velocity in the rock as a function of azimuth, and by detecting focused acoustic energy in the rock from local increases in ultrasonic compressional wave amplitude resulting from velocity gradients. A first preferred embodiment uses a combination of azimuthal ultrasonic compressional wave velocity data and azimuthal ultrasonic compressional wave energy data. A second embodiment uses azimuthal ultrasonic compressional wave velocity data and omni-directional sonic velocity data, with a comparison test or a curve fitting test. A third embodiment uses azimuthal ultrasonic compressional wave energy data.

Claims

1. A method for locating and measuring mechanical damage in rock surrounding a borehole in a formation, the method comprising:

a) measuring ultrasonic compressional wave velocity and ultrasonic compressional wave amplitude in a portion of a borehole wall at a plurality of azimuths using pulses of waves having frequencies above 25 kHz to produce at each of the plurality of azimuths an ultrasonic compressional wave velocity value and an ultrasonic compressional wave energy value; and

b) identifying at least one local energy maximum in the ultrasonic energy values.

2. A method according to claim 1, wherein measuring ultrasonic compressional wave velocity includes detecting times of zero crossings at an ultrasonic receiver.

3. A method according to claim 2, wherein times of zero crossings includes times of first and second zero crossings.

4. A method according to claim 1, wherein measuring ultrasonic compressional wave energy in a portion of a borehole wall includes summing the squared amplitudes of ultrasonic compressional wave amplitudes in a time period between zero crossings to produce ultrasonic compressional wave energy values.

5. A method according to claim 2, wherein a time period between zero crossings includes a time period between first and second zero crossings.

6. A method according to claim 1, the method further comprising:

c) identifying a direction of maximum stress; and

d) defining the direction of maximum stress as 0 degrees;

wherein identifying at least one local energy maximum includes identifying local energy maxima at 90 degrees and 270 degrees.

7. A method according to claim 1, wherein measuring ultrasonic compressional wave velocity in a portion of a borehole wall includes measuring ultrasonic compressional wave velocity using a pair of first and second receivers.

8. A method for locating and measuring mechanical damage in rock surrounding a borehole in a formation, the method comprising:

a) measuring ultrasonic compressional wave velocity using directional pulses of waves having frequencies above 25 kHz in a portion of the borehole wall at a plurality of azimuths to produce a set of ultrasonic compressional wave velocity values;

b) measuring sonic velocity in the formation beyond the borehole wall using omni-directional sonic waves to produce a velocity value; and

c) comparing the set of ultrasonic compressional wave velocity values with the sonic velocity value.

9. A method according to claim 8, wherein comparing the set of ultrasonic compressional wave velocity values with the sonic velocity value includes testing for average ultrasonic compressional wave velocity value equals sonic velocity value, indicative of low stress and no damage.

10. A method according to claim 8, wherein comparing the set of ultrasonic compressional wave velocity values with the sonic velocity value includes testing for average ultrasonic compressional wave velocity value greater than sonic velocity value, indicative of moderate stress and slight damage.

11. A method according to claim 8, wherein comparing the set of ultrasonic compressional wave velocity values with the sonic velocity value includes testing for average ultrasonic compressional wave velocity value much greater than sonic velocity value, indicative of high stress and heavy damage.

12. A method for locating and measuring mechanical damage in rock surrounding a borehole in a formation, the method comprising:

a) measuring ultrasonic compressional wave velocity using directional pulses of waves having frequencies above 25 kHz in a portion of the borehole wall at a plurality of azimuths to produce a set of ultrasonic compressional wave velocity values;

b) curve fitting the set of ultrasonic compressional wave velocity values with a sine wave; and

c) testing the curve fit for indication of damage.

13. A method according to claim 12, wherein a good fit indicates no damage, and a finding of at least one peak of ultrasonic compressional wave velocity values below a corresponding peak of the sine wave indicates damage.

14. A method according to claim 12, wherein testing curve fit includes testing for velocities asymmetric with respect to the sine wave.

15. A method according to claim 12, further comprising:

d) measuring sonic velocity in the formation beyond the borehole wall using omni-directional sonic waves to produce a set of sonic velocity values; and

e) testing for ultrasonic compressional wave velocities less than the sonic velocities at most azimuths as indication of damage.

16. A method for locating and measuring mechanical damage in rock surrounding a borehole in a formation, the method comprising:

a) measuring ultrasonic compressional wave energy amplitude of waves having frequencies above 25 kHz in a portion of a borehole wall at a plurality of azimuths to produce at each of the plurality of azimuths an ultrasonic compressional wave energy amplitude value; and

b) identifying pairs of amplitude maxima spaced at approximately 90 degrees as indication of damage.

17. A method according to claim 16, further comprising:

c) identifying a direction of maximum stress;

d) defining the direction of maximum stress at 0 degrees; and

e) locating damage at 0 degrees.