Systems, arrangements and associated methods for tracking and/or guiding an underground boring tool

• US 6,047,783 A
• Filed: 10/21/1999
• Issued: 04/11/2000
• Est. Priority Date: 04/16/1997
• Status: Expired due to Term

• Current Assignee: Merlin Technologies Incorporated
• Original Assignee: Digital Control Incorporated
• Inventors: Mercer, John E., Zeller, Rudolf, Brune, Guenter W., Moore, Lloyd A., Ng, Shiu S., Hambling, Peter H.
• Primary Examiner(s): SCHOEPPEL, ROGER J
• Application Number:
  US09/425,319
• Time in Patent Office: 173 Days
• Field of Search: 175/26, 175/40, 175/45, 175/62, 342/448, 342/459
• US Class Current: 175/45
• CPC Class Codes: E21B 47/0228 using electromagnetic energy or detectors therefor
• 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 47/04 Measuring depth or liquid level
• CPC Class Codes: H01Q 1/04 Adaptation for subterranean or subaqueous use
• CPC Class Codes: H01Q 1/36 Structural form of radiating elements, e.g. cone, spiral, umbrella; Particular materials used therewithH01Q1/08, H01Q1/14 take precedence
• CPC Class Codes: H01Q 1/38 formed by a conductive layer on an insulating support patch antennas H01Q9/0407; microstrip dipole antennas H01Q9/065; microstrip slot antennas H01Q13/106; transmission line microstrip antennas H01Q13/206; manufacturing reflecting surfaces using insulating material for supporting the reflecting surface H01Q15/142
• CPC Class Codes: H01Q 21/205 providing an omnidirectional coverage turnstile aerials H01Q21/26
• CPC Class Codes: H01Q 21/28 Combinations of substantially independent non-interacting antenna units or systems multiple beam H01Q25/00
• CPC Class Codes: H01Q 21/29 Combinations of different interacting antenna units for giving a desired directional characteristic H01Q25/00 takes precedence
• CPC Class Codes: H01Q 7/00 Loop antennas with a substantially uniform current distribution around the loop and having a directional radiation pattern in a plane perpendicular to the plane of the loop

Abstract

Systems and associated methods for tracking and/or guiding an underground boring tool are disclosed. Each system or arrangement uses one or more detectors to measure the intensity of an electromagnetic field which is transmitted from an underground boring tool. The measured intensities may then be used to determine the location of the boring tool. In a dead reckoning embodiment of the invention, one detector may be employed while, in a position determination embodiment, two or more detectors may be employed. In any embodiment, physically measurable parameters may be used in addition to measured magnetic intensities. A highly advantageous mapping tool instrument and a cubic antenna are disclosed. The former for use in the position determination embodiment and the latter for use in any magnetic field detector employed herein. A highly advantageous apparatus and associated method for determining the movement of the boring tool underground by monitoring the motion of a drill string, which is attached to the boring tool and extends to a drill rig, are also disclosed wherein measurements are performed relating to movement of the drill string at the drill rig.

Claims

1. A method of tracking the position and certain orientation parameters of a boring tool in the ground as the boring tool moves along a path which lies within a particular coordinate system, said method comprising the steps of:

(a) providing the boring tool with means for transmitting an electromagnetic field;

(b) providing one or more detectors, each detector having an electromagnetic field receiving antenna assembly including at least one antenna,

positioning each detector provided at a fixed position and at a particular orientation within said coordinate system, and

determining the position and particular orientation within said coordinate system of the antenna associated with each detector provided;

(c) at least periodically transmitting said electromagnetic field from said boring tool when the boring tool is at certain positions on said path;

(d) when the boring tool is at one point on said path, establishing its position and said certain orientation parameters of the boring tool within the coordinate system;

(e) moving said boring tool along said path which includes said one point and at least a subsequent second point;

(f) when the boring tool moves a distance along said path from said one point to said second point, measuring at least one component of the intensity of said electromagnetic field using said detector or detectors;

(g) determining, at least to an approximation, the position and orientation of the boring tool at said second point within the coordinate system using as a first input the electromagnetic field intensity measurement or measurements taken by said one or more detectors when the boring tool is at said second point, the determining the position of said boring tool at said second point including obtaining a straight line distance Δ

L from said one point to said second point; and

(h) providing an arrangement for measuring directly Δ

L wherein, when said boring tool is at said second point, Δ

L is measured using said arrangement.

2. A method according to claim 1 wherein the antenna assembly of each of said one or more detectors includes at least two operating antennas to take said measurement or measurements and wherein said measured Δ

L is used as a second input to determine, at least to an approximation, the position of the boring tool at said second point within the coordinate system.

3. A method according to claim 2 wherein the antenna assembly of each of said one or more detectors includes three operating antennas to take said measurement or measurements.

4. A method according to claim 3 wherein when the boring tool is at said second point, Δ

L is determined, at least to an approximation, using as an input the certain orientation parameters taken by said one or more detectors, whereby the boring tool'"'"'s determined Δ

L at said second point can be compared with its measured Δ

L at said second point as a check on the accuracy of the determined Δ

L.

5. A method according to claim 3 including the step of using said electromagnetic field intensity and Δ

L measurements to determine by a least squared error technique the position of the boring tool at said second point within the coordinate system.

6. A method of tracking the position and certain orientation parameters of a boring tool in the ground as the boring tool moves along a path which lies within a particular coordinate system, said method comprising the steps of:

(a) providing the boring tool with means for transmitting an electromagnetic field;

(b) providing at least two detectors, each of said detectors having an electromagnetic field receiving antenna assembly including first, second and third antennas which are orthogonal with respect to one another

positioning each detector provided at a fixed position and at a particular orientation within said coordinate system, and

determining the position and particular orientation within said coordinate system of the antenna associated with each detector provided;

(c) at least periodically transmitting said electromagnetic field from said boring tool when the boring tool is at certain positions on said path;

(d) when the boring tool is at one point on said path, establishing its position and said certain orientation parameters of the boring tool within the coordinate system;

(e) moving said boring tool along said path which includes said one point and at least a subsequent second point;

(f) when the boring tool moves a distance along said path from said one point to said second point, measuring at least one component of the intensity of said electromagnetic field using said detector or detectors;

(g) determining, at least to an approximation, the position and orientation of the boring tool at said second point within the coordinate system using as a first input the electromagnetic field intensity measurement or measurements taken by said one or more detectors when the boring tool is at said second point;

(h) providing a drill rig including drill pipe having a forward-most end to which said boring tool is connected and moving the drill pipe through the ground in order to cause said boring tool to move along said path; and

(i) measuring said drill pipe as it is moved through the ground.

7. A method of tracking the position and certain orientation parameters of a boring tool in the ground as the boring tool moves along a path which lies within a particular coordinate system, said method comprising the steps of:

(a) providing the boring tool with means for transmitting an electromagnetic field;

(b) providing one or more detectors, each detector having an electromagnetic field receiving antenna assembly including at least one antenna,

positioning each detector provided at a fixed position and at a particular orientation within said coordinate system, and

determining the position and particular orientation within said coordinate system of the antenna associated with each detector provided;

(c) at least periodically transmitting said electromagnetic field from said boring tool when the boring tool is at certain positions on said path;

(d) when the boring tool is at one point on said path, establishing its position and said certain orientation parameters of the boring tool within the coordinate system;

(e) moving said boring tool along said path which includes said one point and at least a subsequent second point;

(f) when the boring tool moves a distance along said path from said one point to said second point, measuring at least one component of the intensity of said electromagnetic field using said detector or detectors;

(g) determining, at least to an approximation, the position and orientation of the boring tool at said second point within the coordinate system using as a first input the electromagnetic field intensity measurement or measurements taken by said one or more detectors when the boring tool is at said second point,

(h) providing a drill rig including drill pipe having a forward-most end to which said boring tool is connected and moving the drill pipe through the ground in order to cause said boring tool to move along said path; and

(i) measuring the movement of said drill pipe at the drill rig so as to establish a corresponding movement of the boring tool in the ground.

8. A method according to claim 7 wherein said measuring movement step measures directly said distance as a value Δ

L.

9. A method according to claim 8 wherein said drill pipe is configured for extension and/or retraction from said drill rig such that, when said drill pipe is extended, the boring tool moves in a forward direction through the ground and, when the drill pipe is retracted the boring tool moves in a reverse direction closer to the drill rig and wherein the step for measuring Δ

L includes the step of monitoring the associated forward and reverse direction movements of the drill pipe at the drill rig such that the forward progress of the boring tool can be incrementally measured when the boring tool moves said distance underground from said one point to said second point irrespective of any number of individual movements in the forward and/or reverse directions which make up the overall movement of the boring tool from said one point to said second point.

10. A method according to claim 9 wherein said drill rig includes a carriage which is configured for motion in said forward and reverse directions and for selectively engaging said drill pipe at the drill rig so as to move the drill pipe in said forward and reverse directions when so engaged and wherein said step for measuring Δ

L includes the step of measuring the motions of said carriage, when the carriage is engaged with the drill pipe, which motions correspond in direct relation to the movements of the drill pipe which make up the overall movement of the boring tool from said one point to said second point.

11. A method according to claim 9 wherein said drill rig includes a clamping arrangement which is configured for holding said drill pipe at predetermined times in a clamped position, when the carriage may be disengaged with the drill pipe such that the carriage cannot move the drill pipe, and which is configured for allowing movement of the drill pipe in an unclamped position to allow for extension or retraction of the drill pipe by the carriage and wherein said step for measuring Δ

L includes the step of detecting the clamped or unclamped position of the clamping arrangement such that only movements of the carriage which affect the length of the drill pipe may be used in determining Δ

L.

12. A method according to claim 11 wherein said drill rig includes a control lever for moving said clamping arrangement between its clamped and unclamped positions and wherein said step for detecting the position of said clamping arrangement includes the step of detecting the position or movement of said control lever.

13. In a system in which a boring tool is moved through the ground in a region, an arrangement for tracking the position and/or guiding the boring tool as it moves through the ground, said arrangement comprising:

(a) means located within said boring tool for transmitting an electromagnetic field;

(b) one or more detector means for receiving said electromagnetic field, each detector means having an electromagnetic field receiving antenna assembly including at least one antenna for measuring at least one component of the intensity of said electromagnetic field, each detector being positioned at a fixed position with its antenna at a particular orientation within said region;

(c) means for determining certain initial conditions prior to drilling which include the positions of said detectors in said region, the particular orientation of the antenna associated with each detector provided and an initial position and orientation of the boring tool;

(d) processing means for using at least one measured component of the intensity of said electromagnetic field, which is obtained using said detector or detectors after the boring tool moves a distance along said path, in determining at least to an approximation, the position of the boring tool after moving said distance; and

(e) means for measuring directly said distance as a value Δ

L.

14. The arrangement of claim 13 wherein said system includes a drill rig and a drill string which is connected between said boring tool and said drill rig and is configured for extension and/or retraction from said drill rig such that, when said drill string is extended, the boring tool moves in a forward direction through the ground and, when the drill string is retracted the boring tool moves in a reverse direction closer to the drill rig and wherein said means for measuring Δ

L includes means for monitoring the associated forward and reverse direction movements of the drill string at the drill rig such that the forward progress of the boring tool can be incrementally measured when the boring tool moves said distance underground from a first point to a second point irrespective of any number of individual movements in the forward and/or reverse directions which make up the overall movement of the boring tool from said first point to said second point.

15. The arrangement of claim 14 wherein said drill rig includes a carriage which is configured for motion in said forward and reverse directions and for selectively engaging said drill string at the drill rig so as to move the drill string in said forward and reverse directions when so engaged and wherein said means for measuring Δ

L includes means for measuring the motions of said carriage, when the carriage is engaged with the drill string, which motions correspond in direct relation to the movements of the drill string which make up the overall movement of the boring tool from said first point to said second point.

16. The arrangement of claim 15 wherein said means for measuring the carriage motions includes an ultrasonic transmitter and an ultrasonic receiver which are positioned on the drill rig or carriage for cooperatively determining a relative distance between a fixed point on the drill rig and said carriage such that detected changes in said relative distance, as the carriage moves when engaged with the drill string, correspond with motions of the drill string and thereby contribute to Δ

L.

17. The arrangement of claim 15 wherein said drill rig includes a clamping arrangement which is configured for holding said drill string at predetermined times in a clamped position, when the carriage may be disengaged with the drill string such that the carriage cannot move the drill string, and which is configured for allowing movement of the drill string in an unclamped position to allow for extension or retraction of the drill string by the carriage and wherein said means for measuring Δ

L includes means for detecting the clamped or unclamped position of the clamping arrangement such that only movements of the carriage which affect the length of the drill string are used in determining Δ

L.

18. The arrangement of claim 17 wherein said drill rig includes a control lever for moving said clamping arrangement between its clamped and unclamped positions and wherein said means for detecting the position of said clamping arrangement includes a switching arrangement which is actuated by movement of said control lever between the clamped and unclamped positions.

19. The arrangement of claim 13 wherein said processing means includes means for using the measured Δ

L in determining the position and orientation of the boring tool after moving said distance.

20. The arrangement of claim 13 wherein said orientation of said boring tool either initially or at any subsequent point along its intended path is defined by certain parameter, including pitch and yaw and wherein said arrangement includes means for measuring at least one of said certain parameters as the boring tool moves along said path and wherein said processing means includes means for determining Δ

L using said measured electromagnetic components and said measured ones of said parameters whereby the boring tool'"'"'s determined Δ

L can be compared with its measured Δ

L as a check on the accuracy of the determined Δ

L and the overall position and orientation of the boring tool after having moved said distance.