Methods and apparatus for controlled directional drilling of boreholes

• US 4,739,841 A
• Filed: 08/15/1986
• Issued: 04/26/1988
• Est. Priority Date: 08/15/1986
• Status: Expired due to Term

• Current Assignee: Anadrill Incorporated
• Original Assignee: Anadrill Incorporated
• Inventors: Das, Pralay K.
• Primary Examiner(s): Novosad, Stephen J.
• Assistant Examiner(s): Kisliuk, Bruce M.
• Application Number:
  US06/896,891
• Time in Patent Office: 620 Days
• Field of Search: 175/45, 175/61, 73/151, 33/304, 33/313
• US Class Current: 175/61
• CPC Class Codes: E21B 47/007 Measuring stresses in a pipe string or casing for locating blocked portions of pipes E21B47/09
• CPC Class Codes: E21B 47/022 of the borehole, e.g. using geomagnetism
• CPC Class Codes: E21B 7/04 Directional drilling

Abstract

In the representative embodiments of the present invention described herein, new and improved methods and apparatus are disclosed for measuring various forces acting on an intermediate body between the lower end of a drill string and the earth-boring apparatus coupled thereto whereby the magnitudes and angular directions of bending moments and side forces acting on the earth-boring apparatus can be readily determined so that predictions can be made of the future course of excavation of the apparatus.

Claims

1. A method for determining the directional course of a borehole being excavated with rotatable earth-boring apparatus suspended from a tubular drill string comprising the steps of:

while said earth-boring apparatus is excavating a borehole, obtaining a first series of measurements representative of the magnitudes of the bending moments and lateral forces that are acting on said earth-boring apparatus;

obtaining a second series of measurements representative of the azimuthal directions of said bending moments and lateral forces acting on said earth-boring apparatus; and

utilizing said first and second series of measurements for determining whether said earth-boring apparatus is then advancing along a selected course of excavation.

2. The method of claim 1 including the additional steps of:

whenever said measurements indicate said earth-boring apparatus is advancing along said selected course of excavation, utilizing said measurements of the azimuthal direction of said bending moments for determining whether said earth-boring apparatus is then advancing upwardly or downwardly in relation to the surface of the earth;

utilizing said measurement, of the azimuthal direction of said lateral forces for determining the azimuthal direction in which said earth-boring apparatus is then advancing; and

combining said measurements for predicting the future course of advancement of said earth-boring apparatus.

3. The method of claim 1 including the additional steps of:

whenever said measurements indicate said earth-boring apparatus is not advancing along its said selected course of excavation, utilizing said bending moment measurements for determining whether said earth-boring apparatus is then advancing upwardly or downwardly in relation to the surface of the earth as well as for determining the radius of curvature of the present course of excavation of said earth-boring apparatus;

using said force measurements for determining the azimuthal direction of said present course of excavation of said earthboring apparatus; and

redirecting said earth-boring apparatus toward said selected course of excavation.

4. A method for excavating a borehole with rotatable earth-boring apparatus suspended from a tubular drill string comprising the steps of:

while said earth-boring apparatus is excavating a borehole along a selected course of excavation, obtaining a first series of measurements representative of the magnitudes and azimuthal headings of the bending moments and lateral forces that may be tending to divert said earth-boring apparatus away from its said selected course of excavation during a first time period;

obtaining a second series of measurements representative of the magnitudes and azimuthal headings of said bending moments and lateral forces that may be tending to divert said earth-boring apparatus away from its said selected course of excavation at a subsequent second time period; and

combining said first and second measurements for determining whether said earth-boring apparatus is advancing along its said selected course of excavation.

5. The method of claim 4 including the additional steps of:

whenever said measurements indicate said earth-boring apparatus is still advancing along its said selected course of excavation, using said first and second measurements of the azimuthal direction of said bending moments for determining whether said earth-boring apparatus is then advancing upwardly or is then advancing downwardly in relation to the surface of the earth;

combining said first and second measurements of the azimuthal direction of said lateral forces for determining the azimuthal direction in which said earth-boring apparatus is then advancing; and

using said directional measurements for predicting the future course of advancement of said earth-boring apparatus.

6. The method of claim 4 including the additional steps of:

whenever said measurements indicate said earth-boring apparatus is not advancing along its said selected course of excavation, utilizing said first and second measurements of the azimuthal direction of said bending moments for determining whether said earth-boring apparatus is advancing upwardly or is advancing downwardly in relation to the surface of the earth;

combining said first and second measurements of the magnitude of said bending moments for determining the radius of curvature of the present course of excavation of said earth-boring apparatus;

combining said first and second measurments of said lateral forces for determining the azimuthal direction of said present course of excavation of said earth-boring apparatus; and

thereafter redirecting said earth-boring apparatus toward its said selected course of excavation.

7. A method for determining the present course of earth-boring apparatus as it is excavating a borehole comprising the steps of:

while said earth-boring apparatus is excavating a borehole, measuring the magnitude and azimuthal direction of a bending moment that is then acting on said earth-boring apparatus;

measuring the magnitude and azimuthal direction of a side force that is then acting on said earth-boring apparatus; and

determining the present directional course of said earth-boring apparatus resulting from said present bending moment and side force.

8. The method of claim 7 including the additional steps of:

while said earth-boring apparatus continues excavating said borehole, measuring the magnitude and azimuthal direction of a bending moment that is subsequently acting on said earth-boring apparatus;

measuring the magnitude and azimuthal direction of a side force that is subsequently acting on said earth-boring apparatus;

determining the subsequent directional course of said earth-boring apparatus resulting from said subsequent bending moment and side force; and

comparing said present and subsequent directional courses of said earth-boring apparatus for determining whether said earth-boring apparatus is advancing along a selected course of excavation.

9. The method of claim 8 including the additional steps of:

whenever it is determined that said earth-boring apparatus is advancing along its said selected course of excavation, combining said subsequent and present directional courses of said earth-boring apparatus for predicting its future course of excavation.

10. The method of claim 8 including the additional steps of:

whenever it is determined that said earth-boring apparatus is not advancing along its said selected course of excavation, combining said subsequent and present azimuthal directions of said bending moments for determining whether said earth-boring apparatus is advancing upwardly or is advancing downwardly in relation to the surface of the earth;

combining said subsequent and present magnitudes of said bending moments for determining the curvature of said subsequent course of excavation of said earth-boring apparatus;

combining said subsequent and present azimuthal directions of said side forces for determining the azimuthal direction of said subsequent course of excavation of said earth-boring apparatus; and

thereafter redirecting said earth-boring apparatus toward its said selected course of excavation.

11. A method for determining the lateral side forces acting on rotatable earth-boring apparatus suspended from a tubular drill string and comprising the steps of:

determining the elastic characteristics of the intervening portion of said drill string between said earth-boring apparatus and a force-measuring station located at a selected higher location in said drill string;

while said earth-boring apparatus is excavating a borehole, obtaining a force measurement representative of the angular direction and the magnitude of the laterally-directed shear forces acting on said force-measuring station at a selected time; and

combining the elastic characteristics of said intervening drill string portion with said force measurement for determining the angular direction and magnitude of the corresponding lateral side forces acting on said earth-boring apparatus at said selected time.

12. The method of claim 11 further including the steps of:

obtaining another force measurement representative of the magnitude and angular direction of the laterally-directed shear forces acting on said force-measuring station at a selected later time;

combining the elastic characteristics of said intervening drill string portion with said other force measurement for determining the angular direction and magnitude of the corresponding lateral side forces acting on said earth-boring apparatus at said selected later time; and

utilizing said lateral side forces respectively determined to be acting on said earth-boring apparatus at each of said selected times for determining the angular direction in which said earth-boring apparatus is being diverted.

13. The method of claim 11 further including the steps of:

obtaining another force measurement representative of the magnitude and angular direction of the laterally-directed shear forces acting on said force-measuring station at a selected later time;

combining the elastic characteristics of said intervening drill string portion with said other force measurement for determining the angular direction and magnitude of the corresponding lateral side forces acting on said earth-boring apparatus at said selected later time;

obtaining a directional measurement representative of the azimuthal direction in which said earth-boring apparatus is advancing at said selected later time; and

thereafter utilizing said directional measurement with said angular direction of said corresponding lateral side forces acting on said earth-boring apparatus at said selected later time for determining the azimuthal direction in which said earth-boring apparatus is being diverted.

14. The method of claim 13 further including the step of:

redirecting said earth-boring apparatus in a selected azimuthal direction whenever it is determined that said earth-boring apparatus is being diverted in an unwanted azimuthal direction.

15. A method for determining the directional course of earth-boring apparatus suspended from a tubular drill string as said earth-boring apparatus is excavating a borehole and comprising the steps of:

determining the elastic characteristics of the intervening portion of said drill string between said earth-boring apparatus and a force-measuring station located at a selected higher location in said drill string;

at selected times during the excavation of a borehole by said earth-boring apparatus, successively obtaining a series of first force measurements representative of the angular directions and magnitudes of the laterally-directed shear forces acting on said force-measuring station and a series of second force measurements representative of the angular directions and magnitudes of the bending moments acting on said force-measuring station; and

combining the elastic characteristics of said intervening drill string portion with said first and second force measurements for successively determining the angular directions and magnitudes of the lateral side forces and bending moments respectively acting on said earth-boring apparatus at said selected times.

16. The method of claim 15 further including the steps of:

successively obtaining directional measurements representative of the present directional course of advancement of said earth-boring apparatus at said selected times; and

successively utilizing said directional measurements with the angular directions and magnitudes of the lateral side forces and bending moments acting on said earth-boring apparatus for predicting the future directional course of advancement of said earth-boring apparatus.

17. The method of claim 16 further including the step of:

whenever said predictions indicate that said future directional course of advancement of said earth-boring apparatus will be along a selected course of advancement, continuing to direct said earth-boring apparatus along its present directional course.

18. The method of claim 16 further including the step of:

whenever said predictions indicate that said future directional course of advancement of said earth-boring apparatus will not be along a selected course of advancement, redirecting said earth-boring apparatus toward said selected course of advancement.

19. Apparatus adapted for measuring downhole load conditions while drilling a borehole and comprising:

a tubular load-bearing body adapted to be tandemly coupled in a tubular drill string and having upper and lower groups of lateral openings respectively arranged at circumferentially-spaced intervals around longitudinally-spaced upper and lower portions of said body;

a first set of force-sensing means respectively mounted in a first group of said lateral openings and cooperatively arranged for respectively producing output signals representative of bending moments acting on the adjacent portion of said body; and

a second set of force-sensing means respectively mounted in each of said upper and lower lateral openings cooperatively arranged for respectively producing output signals representative of laterally-directed shear forces acting on the adjacent portion of said body.

20. The apparatus of claim 19 wherein said first group of lateral openings include four openings spaced at 90-degree intervals around said body and cooperatively arranged around intersecting X and Y axes lying in a common transverse plane so that said first and second pairs of said first force-sensing means will be in opposed pairs of said first openings for respectively producing output signals representative of the bending moments acting on said body around said X and Y axes.

21. The apparatus of claim 20 wherein said first group of lateral openings are above said second group of lateral openings.

22. The apparatus of claim 19 wherein each of said upper lateral openings are directly over a corresponding one of said lower lateral openings so that each pair of said second force-sensing means will be located in a common longitudinal plane for respectively producing output signals representative of the laterally-directed shear forces acting on that portion of said body lying in said common longitudinal plane.

23. Apparatus adapted for measuring downhole load conditions while excavating a borehole and comprising:

a tubular load-bearing body adapted to be tandemly coupled in a tubular drill string and having upper and lower groups of lateral openings respectively arranged at circumferentially-spaced intervals around longitudinally-spaced upper and lower portions of said body;

a first set of force-sensing means cooperatively arranged in a first group of said lateral openings and including at least two force sensors respectively mounted at the top and bottom of each of said first lateral openings for producing output signals representative of bending moments acting on the adjacent portion of said body; and

a second set of force-sensing means cooperatively arranged in said upper and lower lateral openings and including at least two force sensors respectively mounted on opposite sides of each of said upper and lower lateral openings for producing output signals representative of laterally-directed shear forces acting on the adjacent portion of said body.

24. The apparatus of claim 23 further including:

a third set of force-sensing means cooperatively arranged in one group of said lateral openings and including at least two force sensors respectively mounted on opposite sides of each of one opposed pair of said lateral openings in that group for producing output signals representative of torque forces acting on the adjacent portion of said body.

25. The apparatus of claim 23 further including:

a third set of force-sensing means cooperatively arranged in one group of said lateral openings and including at least two force sensors respectively mounted on opposite sides of each of one opposed pair of said lateral openings in that group for producing output signals representative of longitudinal forces acting on the adjacent portion of said body.

26. The apparatus of claim 25 further including:

a fourth set of force-sensing means cooperatively arranged in one group of said lateral openings and including at least two force sensors respectively mounted on opposite sides of each of the other opposed pair of said lateral openings in that group for producing output signals representative of torque forces acting on the adjacent portion of said body.

27. Apparatus adapted for determining the directional course of a borehole being excavated with rotatable earth-boring apparatus suspended from a tubular drill string and comprising:

means for obtaining measurements representative of the magnitudes of bending moments and lateral forces that are acting on earth-boring apparatus excavating a borehole;

means for obtaining measurements representative of the azimuthal directions of said bending moments and lateral forces that are acting on said earth-boring apparatus; and

means for combining said measurements for determining whether said earth-boring apparatus is advancing along a selected course of excavation.

28. The apparatus of claim 27 further including means cooperatively arranged on said earth-boring apparatus for selectively directing its course of excavation.

29. Apparatus adapted for determining the directional course of a borehole being excavated with rotatable earth-boring apparatus suspended from a tubular drill string and comprising:

means defining a force-measuring station adapted to be located at a selected location in a tubular drill string supporting earth-boring apparatus adapted to be rotated for excavating a borehole;

means adapted for successively measuring forces representative of the angular directions and magnitudes of the laterally-directed shear forces acting on said force-measuring station;

means adapted for successively measuring forces representative of the angular directions and magnitudes of the bending moments acting on said force-measuring station; and

means adapted for combining the elastic characteristics of the intervening portion of said drill string with said measurements for successively determining the angular directions and the magnitudes of the lateral side forces and bending moments respectively acting on said earth-boring apparatus.

30. The apparatus of claim 29 further including:

means adapted for successively obtaining directional measurements representative of the directional course of advancement of said earth-boring apparatuss; and

means adapted for successively utilizing said directional measurements with the angular directions and magnitudes of the lateral side forces and bending moments acting on said earth-boring apparatus for determining the directional course of said earth-boring apparatus.