USRE38567EExpiredUtility

Apparatus and method for self adjusting downlink signal communication

Assignee: BAKER HUGHES INCPriority: Feb 5, 1998Filed: Feb 7, 2001Granted: Aug 24, 2004
Est. expiryFeb 5, 2018(expired)· nominal 20-yr term from priority
E21B 47/24E21B 47/18E21B 21/08
54
PatentIndex Score
20
Cited by
14
References
39
Claims

Abstract

An apparatus for sending signals downhole during drilling operations uses a main pump to pump mud from a mud pit at a substantially constant flow rate. The bulk of the pumped mud goes downhole to maintain adequate circulation for the drill bit. A bypass pipe is provided with a shut-off valve that is controlled by an electronic controller. By pulsing the opening and closing of the shut-off valve, the volumetric flow downhole is pulsed. The pulse amplitude and duration can be controlled. These pulses in the flow rate are detected by a suitable downhole device such as a flow rate measurement device, a pressure detector or a turbine. The initial “wake-up” pulse is made long enough so that the detection device downhole is always able to detect it. Subsequent to this wake-up pulse, adjustments are made to the pulse duration, in steps of about 2 seconds, for the smallest pulse period that is detectable downhole. In addition, the amplitude of the pulses is also controlled by regulating the maximum flow through the shut-off valve. The pulses are modulated by a binary sequence of numbers corresponding to the data to be transmitted.

Claims

exact text as granted — not AI-modified
We claim:  
     
       1. An apparatus for transmitting data during drilling operations between a surface location and a downhole location in a borehole comprising: 
       (a) a pump at the surface for pumping mud from a source thereof;  
       (b) a conduit for transporting the mud to the borehole;  
       (c) a by-pass coupled to the conduit for selectively diverting the flow of mud in the conduit;  
       (d) a flow control device associated with the by-pass;  
       (e) a controller operatively connected to the flow control device to control the flow through the flow control device and cause a pulsed variation in the pressure of the mud in the conduit indicative of the data to be transmitted; and  
       (f) a downhole detection device adapted to detect said pulsed variation in the pressure of the mud.  
     
     
       2. The apparatus of  claim 1  wherein the flow control device is a valve having an open position and a closed position. 
     
     
       3. The apparatus of  claim 2  further comprising a throttle associated with the by-pass, said throttle adapted to adjust the maximum rate of flow through the by-pass. 
     
     
       4. The apparatus of  claim 2  wherein the valve is a disk valve with a fixed slot and a rotatable slot, the rotatable slot adapted to be moved in response to a signal from the controller to adjust a maximum rate of flow in the valve. 
     
     
       5. The apparatus of  claim 1  wherein the controller is a computer. 
     
     
       6. The apparatus of  claim 1  wherein the pulsed variation in the pressure of the mud further comprises a “wake-up” pulse having a length followed by a sequence of square wave pulses having an amplitude and a period. 
     
     
       7. The apparatus of  claim 6  wherein the downhole detection device is further adapted to send a response signal indicative of detection of a square wave pulse. 
     
     
       8. The apparatus of  claim 7  wherein controller changes said amplitude of the square wave pulses after a predetermined time interval upon failure to receive a response signal at the surface location. 
     
     
       9. The apparatus of  claim 7  wherein the controller changes and amplitude of the square wave pulse and said period of the square wave after a predetermined time interval upon failure to receive a response signal at the surface location. 
     
     
       10. The apparatus of  claim 1  wherein the downhole detection devices comprises a flow rate measurement device. 
     
     
       11. The apparatus of  claim 1  wherein the downhole detection devices comprises a pressure detector. 
     
     
       12. The apparatus of  claim 1  wherein the downhole detection device comprises a turbine/generator combination. 
     
     
       13. A method for transmitting data during drilling operations between the surface and a downhole location in a borehole comprising: 
       (a) pumping mode from a source thereof through a conduit into a drill string disposed in the borehole;  
       (d) using a controller to divert part of the mud into a by-pass coupled to the conduit, thereby changing a rate of flow of mud in the conduit and generating mud pulses indicative of the data to be transmitted, said mud pulses having a predetermined rate and an amplitude; and  
       (c) detecting the mud pulses downhole and transmitting to the controller a response signal indicating detection of said pulses.  
     
     
       14. The method of  claim 13  further comprises using the controller to change the characteristics of the mud pulses upon failure to receive a response signal within a predetermined interval by changing at least one of (i) the amplitude of the mud pulses, and (ii) the predetermined rate of the mud pulses. 
     
     
       15. The method of  claim 13  further comprising using the controller to generate a “wake up” pulse, said “wake-up” pulse having a period, preceding the mud pulses having an amplitude and a predetermined rate. 
     
     
       16. The method of  claim 13  further comprising using a flow control device in the by-pass, said flow control device being operated by the controller. 
     
     
       17. The apparatus of  claim 1  wherein the pump at the surface pumps mud at a substantially constant flow rate. 
     
     
       18. The method of  claim 13  wherein the step of pumping mud further comprises pumping mud at a substantially constant flow rate. 
     
     
       19. An apparatus for transmitting data during drilling operations between a surface location and a downhole location in a borehole comprising: 
       ( a )  a pump at the surface for pumping mud from a source thereof;    
       ( b )  a conduit for transporting the mud to the borehole;    
       ( c )  a by - pass coupled to the conduit for selectively diverting the flow of mud in the conduit;    
       ( d )  a flow control device associated with the by - pass;    
       ( e )  a controller operatively connected to the flow control device to control the flow through the flow control device and cause a pulsed variation in the pressure of the mud in the conduit indicative of the data to be transmitted, said controller further adapted for altering a parameter of said pulsed variation; and    
       ( f )  a downhole detection device adapted to detect said pulsed variation in the pressure of the mud.   
     
     
       20. The apparatus of  claim 19  wherein the flow control device comprises a valve having an open position and a closed position. 
     
     
       21. The apparatus of  claim 20  further comprising a throttle associated with the by- pass, said throttle adapted to adjust the maximum rate of flow through the by - pass.   
     
     
       22. The apparatus of  claim 20  wherein the valve comprises a disk valve with a fixed slot and a rotatable slot, the rotatable slot adapted to be moved in response to a signal from the controller to adjust a maximum rate of flow in the valve. 
     
     
       23. The apparatus of  claim 19  wherein the controller comprises a computer. 
     
     
       24. The apparatus of  claim 19  wherein the pulsed variation in the pressure of the mud further comprises a “wake- up” pulse.   
     
     
       25. The apparatus of  claim 24  wherein the downhole detection device is further adapted to send a response signal indicative of detection of a received pulse. 
     
     
       26. The apparatus of  claim 25  wherein said controller changes an amplitude of the square wave pulse after a predetermined time interval upon failure to receive said response signal at the surface location. 
     
     
       27. The apparatus of  claim 25  wherein the controller changes said amplitude of the square wave pulse and said period of the squares wave after a predetermined time interval upon failure to receive said response signal at the surface location. 
     
     
       28. The apparatus of  claim 19  wherein the downhole detection devices comprises a flow rate measurement device. 
     
     
       29. The apparatus of  claim 19  wherein the downhole detection devices comprises a pressure detector. 
     
     
       30. The apparatus of  claim 19  wherein the downhole detection device comprises a turbine/generator combination. 
     
     
       31. The apparatus of  claim 19  wherein said altered parameter further comprises at least one of ( i )  an amplitude of a pulse, and,  ( ii )  a period of a pulse.   
     
     
       32. The apparatus of  claim 19  wherein the pump at the surface pumps mud at a substantially constant flow rate. 
     
     
       33. A method for transmitting data during drilling operations between the surface and a downhole location in a borehole comprising: 
       ( a )  pumping mud from a source thereof through a conduit into a drill string disposed in the borehole;    
       ( b )  using a controller to divert part of the mud into a by - pass coupled to the conduit, thereby changing a rate of flow of the mud in the conduit and generating mud pulses indicative of the data to be transmitted, said mud pulses having a predetermined rate and an amplitude; and    
       ( c )  detecting the mud pulses downhole and transmitting to the controller a response signal indicating detection of said pulses; and    
       ( d )  using said controller for altering a parameter of said mud pulses in response to a predetermined condition.   
     
     
       34. The method of  claim 33  further comprising using the controller to change the characteristics of the mud pulses upon failure to receive a response signal within a predetermined interval by changing at least one of ( i )  the amplitude of the mud pulses, and  ( ii )  the predetermined rate of the mud pulses.   
     
     
       35. The method of  claim 33  further comprising using the controller to generate a “wake up” pulse. 
     
     
       36. The method of  claim 35  wherein said “wake- up” pulse has a period.   
     
     
       37. The method of  claim 33  further comprising using a flow control device in the by- pass, said flow control device being operated by the controller.   
     
     
       38. The method of  claim 33  wherein pumping said mud further comprises pumping mud at a substantially constant flow rate. 
     
     
       39. The method of  claim 35  wherein said predetermined condition comprises a failure of said controller to receive a response to a “wake up” pulse.

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