Trenchless underground boring system with boring tool location

• US 5,720,354 A
• Filed: 01/11/1996
• Issued: 02/24/1998
• 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): Neuder, William P.
• Application Number:
  US08/587,832
• Time in Patent Office: 775 Days
• Field of Search: 175/26, 175/45, 340/853.5, 340/853.6
• 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 locating an underground boring tool using a radar-like probe and detection technique. A boring tool is provided with a device which generates a specific signature signal in response to a probe signal transmitted from above the ground. Cooperative operation between the probe signal transmitter at ground level and a signature signal generator disposed within the boring tool provides for the accurate locating of the boring tool, despite the presence of a large background signal. The signature signal produced by the boring tool may be generated either passively or actively, and in a manner which differs from the probe signal in one or more ways, including timing, frequency content, or polarization. A survey of a boring site, made either prior to or during the boring operation, provides data related to the characteristics of the ground medium subjected to the survey and the identification of underground hazards, such as buried utilities. Knowledge of ground characteristics enables estimates of boring productivity and cost to be made. Accurate surveys of planned boring pathways can be made and compared, either contemporaneously or subsequently, against the accurately measured position of the boring tool during a boring operation. The direction of the boring tool may be adjusted in response to the measured position in order to maintain the boring tool along the planned pathway and at an optimum boring rate.

Claims

1. A system for detecting a location of an underground boring tool, comprising:

generation means, separate from the boring tool, for generating a probe signal;

producing means for producing a signature signal at the boring tool in response to the probe signal; and

detection means for detecting the location of the boring tool using the signature signal.

2. The system of claim 1, wherein the probe signal comprises an electromagnetic signal.

3. The system of claim 1, wherein the probe signal comprises an acoustic signal.

4. The system of claim 1, wherein the generation means comprises a ground penetrating radar.

5. The system of claim 4, wherein the ground penetrating radar system produces a three-dimensional image of a subsurface.

6. The system of claim 1, wherein the signature signal is passively produced by the producing means.

7. The system of claim 1, wherein the signature signal is actively produced by the producing means.

8. The system of claim 1, wherein a polarization of the signature signal is orthogonal to a polarization of the probe signal.

9. The system of claim 1, wherein the signature signal has a characteristic in either the time domain or the frequency domain.

10. The system of claim 1, comprising location determining means for determining a geographical location of the boring tool.

11. The system of claim 1, comprising determining means for determining a predetermined route for the boring tool to follow.

12. The system of claim 1, comprising recording means for recording an underground path produced by the boring tool.

13. The system of claim 1, comprising:

characterization means for characterizing a ground medium through which the boring tool bores; and

storing means for storing the characterization of the ground medium.

14. An underground boring system comprising:

a boring tool;

a driving system for driving the boring tool so as to produce an underground path;

a probe signal generator, separate from the boring tool, for generating a probing signal;

a signature signal generator for producing a signature signal at the boring tool in response to the probing signal; and

a location detector for detecting a location of the boring tool along the underground path using the signature signal.

15. The system of claim 14, wherein the boring tool comprises a direction control apparatus coupled to the driving system for controlling a boring direction of the boring tool.

16. The system of claim 14, comprising a location determining apparatus for determining a geographical location of the boring tool.

17. The system of claim 14, comprising:

a ground characterization system for characterizing a ground composition of the underground path; and

a computer, coupled to the ground characterization system, for determining the underground path so as to avoid an obstruction to the boring tool.

18. The system of claim 14, comprising:

a computer for comparing the underground path produced by the boring tool to a predetermined underground route and for producing a comparison signal indicative of a difference between the underground path and the predetermined underground route;

wherein the computer effects a modification to a boring direction of the boring tool in response to the comparison signal.

19. The system of claim 14, comprising:

a ground penetrating radar for producing ground characterization data associated with a predetermined underground boring route; and

a computer for associating the ground characterization data with existing boring operation data to produce estimated boring operation productivity information.

20. The system of claim 19, wherein the computer controls the driving system using the estimated boring operation productivity information.

21. The system of claim 14, wherein the probe signal generator includes a ground penetrating radar system, the ground penetrating radar system further producing ground characterization data associated with the underground path, the system further comprising:

a computer, coupled to the ground penetrating radar system, for storing in a database the ground characterization data.

22. The system of claim 14, wherein the boring tool comprises a sensor.

23. The system of claim 22, wherein the boring tool further comprises means for transmitting data produced by the sensor.

24. A method for detecting a location of an underground boring tool, comprising the steps of:

generating a probe signal from a signal source separate from the boring tool;

producing a signature signal at the boring tool in response to the probe signal; and

detecting the location of the boring tool using the signature signal.

25. The method of claim 24, wherein generating the probe signal includes generating an electromagnetic probe signal.

26. The method of claim 24, wherein generating the probe signal includes generating an acoustic probe signal.

27. The method of claim 24, wherein generating the probe signal includes generating the probe signal using a ground penetrating radar.

28. The method of claim 24, wherein generating the signature signal includes passively producing the signature signal.

29. The method of claim 24, wherein generating the signature signal includes actively producing the signature signal having a characteristic in the time domain or the frequency domain.

30. The method of claim 24, wherein generating the signature signal includes producing the signature signal having a polarization orthogonal to a polarization of the probe signal.

31. The method of claim 24, wherein detecting the boring tool location includes detecting the location of the boring tool in three dimensions using a ground penetrating radar.

32. The method of claim 24, further comprising modifying a rate of boring tool productivity based on the location of the boring tool.

33. A system for detecting a location of an underground excavation implement, comprising:

a first signal generator that generates a probe signal;

a second signal generator that produces a signature signal at the excavation implement in response to the probe signal; and

a detector that detects the location of the excavation implement using the signature signal.

34. The system of claim 33, wherein the probe signal comprises an electromagnetic signal.

35. The system of claim 33, wherein the probe signal comprises an acoustic signal.

36. The system of claim 33, wherein the first signal generator comprises a ground penetrating radar.

37. The system of claim 36, wherein the ground penetrating radar produces a three-dimensional image of a subsurface.

38. The system of claim 33, wherein the signature signal is passively or actively produced by the producing means.

39. The system of claim 33, wherein a polarization of the signature signal is orthogonal to a polarization of the probe signal.

40. The system of claim 33, wherein the signature signal has a characteristic in either the time domain or the frequency domain.

41. The system of claim 33, comprising a location system that determines a geographical location of the excavation implement.

42. The system of claim 33, comprising a navigation system that directs the excavation implement along a predetermined route.

43. The system of claim 33, comprising a database that stores data on an underground path produced by the excavation implement.

44. The system of claim 33, comprising a ground characterization system that characterizes a ground medium through which the excavation implement bores.