Apparatus and method for controlling an underground boring tool

• US 6,161,630 A
• Filed: 05/13/1999
• Issued: 12/19/2000
• Est. Priority Date: 01/11/1996
• Status: Expired due to Term

• Current Assignee: Vermeer Manufacturing Company
• Original Assignee: Vermeer Manufacturing Company
• Inventors: Allen, Christopher T., Stump, Gregory S
• Primary Examiner(s): Lillis, Eileen D.
• Assistant Examiner(s): Hartmann, Gary S.
• Application Number:
  US09/311,085
• Time in Patent Office: 586 Days
• Field of Search: 175/24, 175/26, 175/40, 175/45, 175/50, 324/333, 324/338, 324/346, 324/351, 324/369, 340/853.1, 340/853.3, 340/853.4, 340/853.5, 340/853.6, 342/22
• US Class Current: 175/26
• CPC Class Codes: E21B 47/0232 at least one of the energy sources or one of the detectors being located on or above the ground surface
• CPC Class Codes: E21B 47/13 by electromagnetic energy, e.g. radio frequency
• CPC Class Codes: E21B 7/046 horizontal drilling drilling with mechanical conveying means E21B7/003
• CPC Class Codes: G01S 13/74 Systems using reradiation of radio waves, e.g. secondary radar systems; Analogous systems
• CPC Class Codes: G01S 13/86 Combinations of radar systems with non-radar systems, e.g. sonar, direction finder
• CPC Class Codes: G01S 13/878 Combination of several spaced transmitters or receivers of known location for determining the position of a transponder or a reflector G01S13/874 takes precedence
• CPC Class Codes: G01S 13/885 for ground probing prospecting or detecting using electromagnetic waves G01V3/12
• CPC Class Codes: G01V 1/42 using generators in one well and receivers elsewhere or vice versa G01V1/52 takes precedence
• CPC Class Codes: G01V 3/12 operating with electromagnetic waves operating with millimetre waves G01V8/005
• CPC Class Codes: G01V 3/30 operating with electromagnetic waves

Abstract

An apparatus and method for determining a location and an orientation of an underground boring tool by employment of a radar-like probe and detection technique. The boring tool is provided with a device which generates a specific signature signal in response to a probe signal transmitted from above the ground. Cooperation between the probe signal transmitter at ground level and the signature signal generating device provided at the underground boring tool results in accurate detection of the boring tool location and, if desired, orientation, despite the presence of a large background signal. Precision detection of the boring tool location and orientation enables the operator to accurately locate the boring tool during operation and, if provided with a directional capacity, avoid buried obstacles such as utilities and other hazards. The signature signal produced by the boring tool may be generated either passively or actively, and may be a microwave or an acoustic signal. Further, the signature signal may be produced in a manner which differs from that used to produce the probe signal in one or more ways, including timing, frequency content, information content, or polarization.

Claims

1. An apparatus for controlling an underground boring tool, comprising:

a boring tool coupled to a drill pipe;

a driving apparatus coupled to the drill pipe for driving the boring tool along an underground path;

a detector interface that receives telemetry data from at least one of a plurality of antennae substantially in real-time, the telemetry data representative of a location of the boring tool along the underground path; and

a control system comprising a controller communicatively coupled to the driving apparatus and the detector interface, the controller receiving the telemetry data from the detector interface and computing the location of the boring tool substantially in real-time, the controller transmitting control signals to the driving apparatus substantially in real-time to control one or both of a rate and a direction of boring tool movement along the underground path relative to the computed boring tool location.

2. The apparatus of claim 1, wherein the driving apparatus comprises:

a rotation unit coupled to a rotation unit control that moderates rotation unit performance; and

a displacement unit coupled to a displacement unit control that moderates displacement unit performance, the drill pipe coupled to the rotation unit for rotating the boring tool and coupled to the displacement unit for displacing the boring tool along the underground path;

wherein the controller transmits control signals to each of the rotation and displacement unit controls substantially in real-time to control one or both of the rate and the direction of boring tool movement along the underground path relative to the computed boring tool location.

3. The apparatus of claim 1, wherein the controller computes the location of the boring tool in at least two of x-, y-, and z-plane coordinates using the telemetry data received by the detector interface.

4. The apparatus of claim 1, wherein the controller computes an orientation of the boring tool in at least two of yaw, pitch, and roll using the telemetry data received by the detector interface.

5. The apparatus of claim 1, wherein the telemetry data further comprises data representative of an orientation or a depth of the boring tool.

6. The apparatus of claim 1, wherein the detector interface receives the telemetry data as an electromagnetic signal or an acoustic signal.

7. The apparatus of claim 1, further comprising a beacon provided at the boring tool, the detector interface receiving telemetry data representative of the boring tool location derived from use of the beacon.

8. The apparatus of claim 1, further comprising a beacon provided at the boring tool and a detector that detects a signal emitted by the beacon, the detector interface receiving telemetry data representative of the boring tool location from the detector.

9. The apparatus of claim 1, further comprising a signal generator provided at the boring tool and a detector that receives a boring tool signal from the signal generator, the detector interface receiving telemetry data representative of the boring tool location from the detector.

10. The apparatus of claim 1, further comprising:

a probe signal generator, separate from the boring tool, that generates a probe signal;

a signal generator provided at the boring tool that produces a signature signal in response to the probe signal, the signature signal having a characteristic that differs from the probe signal in one of timing, frequency content, information content, or polarization; and

a detector that produces the telemetry data representative of the boring tool location, the detector interface receiving the telemetry data from the detector.

11. The apparatus of claim 1, further comprising a ground penetrating radar (GPR) unit, the detector interface receiving the telemetry data from the GPR unit.

12. The apparatus of claim 1, wherein the plurality of antennae comprises an array of antennae.

13. The apparatus of claim 1, wherein the plurality of antennae comprises a plurality of spaced-apart antenna cells situated along the underground path.

14. The apparatus of claim 1, further comprising one or more geophysical sensors for sensing one or more geophysical characteristics of earth along the underground path, wherein the controller modifies one or both of the rate and the direction of boring tool movement along the underground path in response to signals received from the geophysical sensors.

15. The apparatus of claim 1, further comprising a display coupled to the controller for displaying a graphical representation of one or more of the boring tool location, orientation, the underground path, a buried object or boring tool movement along the underground path.

16. The apparatus of claim 1, further comprising a pre-established bore plan representative of a desired underground path accessible by the controller, wherein:

the controller compares the computed location of the boring tool with a desired boring tool location along the desired underground path and, in response to a difference between the computed and desired boring tool locations, transmits control signals to the driving apparatus substantially in real-time to control one or both of the rate and the direction of boring tool movement to urge the boring tool from the computed boring tool location to the desired boring tool location.

17. A method of controlling an underground boring tool, comprising:

rotating the boring tool;

displacing the boring tool;

detecting, by at least one of a plurality of antennae substantially in real-time, the boring tool while rotating and/or displacing the boring tool;

computing, substantially in real-time, a location of the boring tool in response to detection of the boring tool; and

controlling, substantially in real-time, one or both of a rate and a direction of boring tool movement along the underground path relative to the computed boring tool location.

18. The method of claim 17, wherein detecting the boring tool further comprises detecting an electromagnetic signal or an acoustic signal emitted by the boring tool.

19. The method of claim 17, wherein detecting the boring tool further comprises detecting a beacon signal from the boring tool, and computing the location of the boring tool further comprises computing the location of the boring tool using the detected beacon signal.

20. The method of claim 17, further comprising:

receiving a probe signal at the boring tool;

producing a signature signal at the boring tool in response to the probe signal, the signature signal differing from the probe signal in one of timing, frequency content, information content, or polarization; and

detecting the boring tool using the signature signal.

21. The method of claim 17, wherein detecting the boring tool further comprises detecting, by at least one of he plurality of antennae, a signal emitted by the boring tool.

22. The method of claim 17, wherein computing the location of the boring tool further comprises computing the boring tool location in at least two of x-, y-, and z-plane coordinates.

23. The method of claim 17, further comprising computing an orientation or a depth of the boring tool substantially in real-time.

24. The method of claim 17, further comprising computing an orientation of the boring tool in at least two of yaw, pitch, and roll.

25. The method of claim 17, wherein controlling boring tool movement further comprises modifying one or both of the rate and the direction of boring tool movement along the underground path in response to geophysical information acquired for the underground path.

26. The method of claim 17, further comprising displaying a graphical representation of one or more of a boring tool location, orientation, the underground path, a buried object or boring tool movement along the underground path.

27. The method of claim 17, further comprising:

providing a pre-established bore plan representative of a desired underground path;

comparing the computed location of the boring tool with a desired boring tool location along the desired underground path; and

in response to a difference between the computed and desired boring tool locations, controlling one or both of the rate and the direction of boring tool movement to urge the boring tool from the computed boring tool location to the desired boring tool location.

28. An apparatus for controlling an underground boring tool, comprising:

means for rotating the boring tool;

means for displacing the boring tool;

means for detecting, by at least one of a plurality of antennae substantially in real-time, the boring tool while rotating and/or displacing the boring tool;

means for computing, substantially in real-time, a location of the boring tool in response to detection of the boring tool; and

means for controlling, substantially in real-time, one or both of a rate and a direction of boring tool movement along the underground path relative to the computed boring tool location.

29. The apparatus of claim 28, wherein the detecting means further comprises means for detecting an electromagnetic signal or an acoustic signal emitted by the boring tool.

30. The apparatus of claim 28, wherein the detecting means further comprises means for detecting a beacon signal from the boring tool, and the computing means further comprises means for computing the location of the boring tool using the detected beacon signal.

31. The apparatus of claim 28, further comprising:

means for receiving a probe signal at the boring tool;

means for producing a signature signal at the boring tool in response to the probe signal, the signature signal differing from the probe signal in one of timing, frequency content, information content, or polarization; and

means for detecting the boring tool using the signature signal.

32. The apparatus of claim 28, wherein the detecting means further comprises means for detecting, by at least one of the plurality of antennae, a signal emitted by the boring tool.

33. The apparatus of claim 28, wherein the computing means further comprises means for computing the boring tool location in at least two of x-, y-, and z-plane coordinates.

34. The apparatus of claim 28, further comprising means for computing an orientation or a depth of the boring tool substantially in real-time.

35. The apparatus of claim 28, further comprising means for computing an orientation of the boring tool in at least two of yaw, pitch, and roll.

36. The apparatus of claim 28, wherein the controlling means further comprises modifying one or both of the rate and the direction of boring tool movement along the underground path in response to geophysical information acquired for the underground path.

37. The apparatus of claim 28, further comprising means for displaying a graphical representation of one or more of a boring tool location, orientation, the underground path, a buried object or boring tool movement along the underground path.

38. The apparatus of claim 28, further comprising:

means for providing a pre-established bore plan representative of a desired underground path;

means for comparing the computed location of the boring tool with a desired boring tool location along the desired underground path; and

means for controlling one or both of the rate and the direction of boring tool movement to urge the boring tool from the computed boring tool location to the desired boring tool location in response to a difference between the computed and desired boring tool locations.