Downhole rebound hardness measurement while drilling or wireline logging

Patent metadata

Field	Value
Publication number	US-9291539-B2
Application number	US-201113050660-A
Country	US
Kind code	B2
Filing date	Mar 17, 2011
Priority date	Mar 17, 2011
Publication date	Mar 22, 2016
Grant date	Mar 22, 2016

Abstract

A method and apparatus for estimating a rock strength profile of a formation is disclosed. A tool having a testing surface is conveyed into a wellbore in the formation. The testing surface is propelled to impact the formation at a plurality of depths in the wellbore. A measurement of hardness of the formation is obtained from a rebound of the testing surface from the formation at the plurality of depths. The rock strength profile of the formation is estimated using the obtained measurements of hardness at the plurality of depths. A parameter for drilling the wellbore can be affected using the estimated rock strength profile.

First claim

What is claimed is:

1. A method of estimating a rock strength profile of a formation, comprising:
conveying a tool having a testing surface into a wellbore in the formation;
determining an orientation of the testing surface using an orientation sensor conveyed downhole;
propelling the testing surface along a selected direction corresponding to the determined orientation to impact the formation, wherein an energy of impact of the testing surface against the formation is affected by a component of gravitational force along the selected direction;
obtaining a measurement of hardness of the formation under in-situ stress conditions from a rebound of the testing surface from the formation;
selecting a hardness scale for the determined orientation of the testing surface;
measuring a rock density of the formation using a downhole sensor;
selecting a relationship between the selected rock hardness scale and rock strength for the measured rock density; and
determining a rock strength of the formation indicated by the measurement of hardness using the selected hardness scale and the relationship between the selected rock hardness scale and rock strength.

2. The method of claim 1 further comprising affecting a parameter for drilling the wellbore using the rock strength.

3. The method of claim 1 , wherein the testing surface is configured to rebound from at least one of: (i) a washout zone of the formation; (ii) a rough surface of the formation; (iii) a mud cake zone of the formation.

4. The method of claim 1 further comprising obtaining hardness measurements using at least one of: (i) spaced testing surfaces at separate axial locations of the tool; and (ii) radially spaced testing surfaces.

5. The method of claim 1 further comprising conveying the tool downhole using one of: (i) a drill string; and (ii) a wireline.

6. The method of claim 1 further comprising obtaining measurements of hardness at axially separated depths of the wellbore.

7. The method of claim 6 further comprising obtaining an average hardness measurement from the obtained measurements at axially separated depths.

8. The method of claim 1 , wherein the testing surface is configured to impact a rough surface of the formation without slipping.

9. The method of claim 8 , wherein the testing surface is a surface having a radius of curvature of about 10 centimeters.

10. The method of claim 1 , further comprising obtaining a three-dimensional rock strength profile of the formation.

11. A method of drilling a wellbore, comprising:
conveying a tool having a testing surface, an orientation sensor and a rock density sensor into a wellbore in the formation;
determining an orientation of the testing surface using the orientation sensor;
propelling the testing surface in a selected direction corresponding to the determined orientation to impact the formation, wherein an energy of impact of the testing surface against the formation is affected by a component of gravitational force along the selected direction;
determining the rock density of the formation using the rock density sensor;
using a processor to:
select a hardness scale for the determined orientation,
measure a rock density of the formation using a downhole sensor,
select a linear relationship between the selected rock hardness scale and rock strength for the measured rock density, and
determine a rock strength of the formation indicated by the measurement of hardness using the selected hardness scale and the relationship between the selected rock hardness scale and rock strength, and
affect a parameter for drilling the wellbore using the estimated rock strength.

12. An apparatus for estimating a rock strength of a formation, comprising:
a tool configured to be conveyed into the wellbore;
a testing surface disposed on the tool configured to propel against the formation in a selected direction and rebound from the formation, wherein an energy of impact of the testing surface against the formation is affected by a component of gravitational force along the selected direction; and
an orientation sensor disposed on the tool configured to determine an orientation of the tool in the wellbore;
a rock density sensor disposed on the tool;
a processor configured to:
obtain a measurement of hardness of the formation under in-situ stress conditions from a rebound of the testing surface from the formation,
obtain the orientation of the tool from the orientation sensor,
obtain the rock density of the formation from the rock density sensor,
select a hardness scale for the determined orientation,
measure a rock density of the formation using a downhole sensor,
select a linear relationship between the selected rock hardness scale and rock strength for the measured rock density, and
determine a rock strength of the formation indicated by the measurement of hardness using the selected hardness scale and the relationship between the selected rock hardness scale and rock strength.

13. The apparatus of claim 12 , wherein the processor is further configured to affect a parameter for drilling the wellbore using the rock strength.

14. The apparatus of claim 12 , wherein the testing surface is configured to rebound from at least one of: (i) a washout zone of the formation; (ii) a rough surface of the formation; (iii) a mud cake zone of the formation.

15. The apparatus of claim 12 , wherein the testing surface further comprises at least one of: (i) testing surfaces at separate axial locations of the tool; and (ii) radially spaced testing surfaces.

16. The apparatus of claim 12 , wherein the tool further comprising one of: (i) a drill string; and (ii) a wireline.

17. The apparatus of claim 12 , wherein the processor further configured to obtain an average of hardness measurements obtained at axially separated depths.

Assignees

• Lee Ji Soo
• Quinn Terrance H
• Curry David A
• Franquet Javier A
• Wolfe Christopher A
• Reese Michael M
• Baker Hughes Inc

Inventors

• Lee Ji Soo
• Quinn Terrance H
• Curry David A
• Franquet Javier A
• Wolfe Christopher A
• Reese Michael M

Classifications

• E21B49/006 Primary

  Measuring wall stresses in the borehole · CPC title

• G01N3/52 Primary

  by measuring extent of rebound of a striking body (G01N3/54 takes precedence) · CPC title

• E21B49/00 Primary

  Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells · CPC title