Continuous bit positioning system

• US 4,003,017 A
• Filed: 06/03/1974
• Issued: 01/11/1977
• Est. Priority Date: 06/18/1973
• Status: Expired due to Term

• Current Assignee: Senturion Sciences Incorporated
• Original Assignee: Senturion Sciences Incorporated
• Inventors: Bailey, John R.
• Primary Examiner(s): Wilbur, Maynard R.
• Assistant Examiner(s): Buczinski, S. C.
• Application Number:
  US05/475,791
• Time in Patent Office: 953 Days
• Field of Search: 181/102, 181/106, 181/120, 181/116, 181/118, 340/18 NC, 340/18 DC, 340/15.5 MC, 340/15.5 BH, 175/1, 175/40, 175/45, 73/151, 166/308
• US Class Current: 367/81
• CPC Class Codes: E21B 47/02 Determining slope or direction
• 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 2210/161 Vertical seismic profiling [VSP]

Abstract

A method for determining the precise position of the drill bit, in three dimensions, in the earth during a drilling operation, with a minimum of effort and interruption to the drilling process. It provides placing a motion sensor on the drilling apparatus and a plurality of vibration sensors or geophones, positioned in a two-dimension array on the surface of the earth, above the expected position of the drill bit. To make a measurement from which can be determined the position of the bit, the drill stem is raised a selected distance and suddenly released, so that it will fall in the borehole, and the bit will strike the bottom of the hole. This impact will cause an elastic wave to be generated at the bottom of the borehole. The elastic wave will be transmitted through the earth and will be detected by the geophones. The sensor provides information from which can be determined the time when the bit strikes the bottom of the drill hole. This determines the initiation time of the elastic wave. The arrival times at the geophones of the elastic wave can be measured and the position at which the elastic wave originated can be determined. Alternative embodiments involve the use of jars in the drill string which generate secondary elastic waves. Also when the pipe is lifted and the bit is lifted off bottom, an expansion elastic wave will be initiated.

Claims

1. The method of determining the position in the earth of the bottom of a borehole, during rotary drilling of said borehole, including a known length of drill pipe at least one drill collar, jars and bit, comprising:

a. placing a plurality of sensors in the earth in a known geometric pattern above the expected position of the bottom of the borehole, said sensors adapted to detect and transduce the vibrations in the earth to corresponding electrical signals, and amplifying said transduced signals;

b. lifting said drill pipe, drill collar, and jars a selected distance, and suddenly releasing the drill pipe, so that it falls in the borehole until the drill bit strikes the bottom of the well bore, whereby the impact of the drill bit on the bottom of the well bore will generate a first elastic wave in the earth, and the impact of the pipe on the jars will generate a second elastic wave in the earth;

c. determining the time of release of said drill pipe;

d. recording as a function of time said amplified transduced signals and determining the times of arrival of at least either said first or second elastic waves at said sensors; and

e. from the known time of release of said drill pipe and the known length of drill pipe and the times of arrival of said at least either said first and second elastic waves at said sensors, determining the positiion of said bottom of the borehole.

2. The method as in claim 1 including the step of determining from the known time of release and the known length of drill pipe, the times of generation of both said first and said second elastic waves.

3. The method as in claim 1 in which said sensors are arrayed within a circle the center of which is at the well head, and the perimeter is outside the maximum expected radius of said bottom of said borehole.

4. The method as in claim 1 in which said sensors are on the surface of the earth.

5. The method as in claim 1 in which said sensors are on the interface between the earth'"'"'s surface and an overlying body of water.

6. The method as in claim 1 including at least one subsurface sensor.

7. The method as in claim 6 in which said at least one sensor is in the second deep borehole displaced from said borehole.

10. The method as in claim 2 including the additional step of determining from the known times of generation of said first and second elastic waves and the known distance between said jars and said bit, and the known times of arrival of said elastic waves at said sensors the average elastic wave velocity in the earth between said jars and said bit.

15. The method as in claim 1 including the additional step of:

a. placing an appropriate sensor on said drill pipe at the surface; and

b. recording the compressional wave generated in the bit by the impact of the bit on bottom.

16. The method as in claim 1 in which the borehole and drill pipe are filled with liquid, and including the additional step of:

a. placing an appropriate sensor in operative relation to the liquid in the drill pipe at the surface; and

b. recording the compressional wave generated in the liquid at the bit by the impact of the bit on bottom.

17. The method as in claim 1 in which the borehole and drill pipe are filled with liquid, and including the additional step of;

a. placing an appropriate sensor in operation relation to the liquid in an annulus of the borehole at the surface; and

b. recording the compressional wave generated in the liquid at the liquid at the bit by the impact of the bit on bottom.

8. The method of determining the position in the earth of the bottom of a borehole, during rotary drilling of said borehole, including a known length of drill pipe, at least one drill collar, jars and bit, comprising:

a. placing a plurality of sensors in the earth in a known geometric pattern above the expected position of the bottom of the borehole, said sensors adapted to detect and transduce the vibrations of the earth to corresponding electrical signals, and amplifying said transduced signals;

b. lifting said drill pipe, drill collar and jars a selected distance, and suddenly releasing the drill pipe, so that it falls in the borehole until the drill bit strikes the bottom of the well bore, whereby the impact of the drill bit on the bottom of the well bore will generate a first elastic wave in the earth, and the impact of the pipe on the jars will generate a second elastic wave in the earth;

c. determining the time of release of said drill pipe;

d. recording as a function of time said amplified transduced signals and determining the times of arrival of said first and second elastic waves at said sensors; and

e. from the known time of release of said drill pipe and the known length of drill pipe and the times of arrival of said first and second elastic waves at said sensors, determining the position of said bottom of the borehole.

9. The method as in claim 8 including the additional step of filtering with different filters said amplified transduced signals, whereby the times of arrival of said first and second elastic waves at said sensors is more precisely determined.

18. The method as in claim 8 including the additional step of:

a. placing an appropriate sensor on said drill pipe at the surface; and

b. recording the compressional wave in the pipe initiated by the impulsive closing of the jars.

11. The method of determining the position in the earth of the bottom of a borehole, during rotary drilling of said borehole, including a known length of drill pipe, at least one drill collar, jars and bit, comprising:

a. placing a plurality of sensors in the earth in a known geometric pattern above the expected position of the bottom of the borehole, said sensors adapted to detect and transduce the vibrations of the earth to corresponding electrical signals, and amplifying said transduced signals;

b. lifting said drill pipe at the surface a selected distance, such that with the stretch in the drill pipe, the bottom end of the drill pipe is lifted less than a range of extension of said jars, whereby said drill collar and said bit are not lifted off bottom, and suddenly releasing the drill pipe, so that it falls in the borehole until the bottom of the drill pipe strikes the top of the drill collar with an impulsive force, thus closing said jars, whereby the closing of the jars, will generate an elastic wave in the earth;

c. determining the time of release of said drill pipe;

d. recording as a function of time said amplified transduced signals and determining the times of arrival of said elastic wave at said sensors; and

e. from the known time of release of said drill pipe and the known length of drill pipe and the times of arrival of said elastic wave at said sensors, determining the position of the top of the drill collar in the earth.

12. The method as in claim 11 in which the impulsive force on the top of said drill collar will travel down said drill collar, through said bit and will generate a second elastic wave in the earth, and including the additional step of;

knowing the length of said drill collar and bit, and the time of initiation of said elastic wave, determining the time of initiation of said second elastic wave.

13. The method of determining the position in the earth of the bottom of a borehole, during rotary drilling of said borehole, including a known length of drill pipe, at least one drill collar, jars and bit, comprising;

a. placing a plurality of sensors in the earth in a known geometric pattern above the expected position of the bottom of the borehole, said sensors adapted to detect and transduce the vibrations of the earth to corresponding electrical signals, and amplifying said transduced signals;

b. rapidly lifting said drill pipe until the drill bit is lifted off the bottom of the well bore, whereby the release of pressure on the bottom of the well bore by said bit will cause an expansion elastic wave to be generated in the earth;

c. determining the time of liftoff of said drill bit;

d. recording as a function of time said amplified transduced signals and determining the times of arrival of said expansion elastic wave of said sensors; and

e. from the known time of liftoff of said drill bit and the times of arrival of said expansion elastic wave at said sensors, determining the position of said bottom of the borehole.

14. The method as in claim 13 including the additional steps of:

a. placing an appropriate sensor on said drill pipe at the surface; and

b. recording the expansion elastic wave generated in the bit by the liftoff of the bit, as it travels up the drill pipe to the surface sensor.

19. The method of determining the position in the earth of the bottom of a borehole, during rotary drilling of said borehole, including a known length of drill pipe, at least one drill collar, jars and a bit comprising:

a. placing a plurality of sensors in the earth in a known geometric pattern above the expected position of the bottom of the borehole, said sensors adapted to detect and transduce the vibrations of the earth to corresponding electrical signals, and amplifying said transduced signals;

b. from a position of the drill pipe in which said bit is on the bottom of the well bore and the jars are compressed, rapidly lifting said drill pipe so that the jars become extended, creating a first compressional wave, and lifting further until the bit is lifted off bottom, whereby a release of pressure on the bottom of the well bore by said bit will cause an expansion elastic wave to be generated in the earth;

c. determining the time of lift of said drill pipe;

d. recording as a function of time said amplified transduced signals and determining the times of arrival of said first compressional wave and said expansion elastic wave at said sensors;

nd

e. from the known time of lift of said drill pipe and the known times of arrival of said compressional wave and said expansion elastic wave at said sensors, determining th position of said bottom of the borehole.