Technique for deploying a liner into a subterranean wellbore

Information

  • Patent Grant
  • 6561272
  • Patent Number
    6,561,272
  • Date Filed
    Friday, June 8, 2001
    23 years ago
  • Date Issued
    Tuesday, May 13, 2003
    21 years ago
Abstract
A technique for deploying a liner within a wellbore. The technique utilizes a flush bore running tool that may be coupled to the interior of the liner during deployment of the liner. The mechanism for coupling the running tool and the liner permits the use of the full diameter of the liner after the running tool is released and removed from the liner.
Description




FIELD OF THE INVENTION




The present invention relates generally to the deployment of liners within wellbores, and particularly to the deployment of flush bore liners.




BACKGROUND OF THE INVENTION




In a variety of applications, wellbores are lined with a liner, e.g. a liner pipe. Exemplary applications comprise oil and gas wells accessed by wellbores drilled into subterranean formations.




In some of these applications, particularly when the wellbore is a lateral wellbore, frictional drag is created between the bore hole and the liner creating difficulty in moving the liner into proximity with the bottom of the wellbore. The friction acts against the outside surface of the liner and tends to buckle or “corkscrew” the liner. The buckled or corkscrewed liner often forms a long, helical shape in the wellbore that forces the liner against the wellbore walls to create even greater frictional forces. This problem is particularly pronounced with conventional systems where force is applied to the liner at the very top to push the liner into the hole while the frictional resistance begins from the bottom of the liner.




Attempts have been made to reduce these frictional forces by pulling the liner from a lower or bottom region rather than pushing from the top. However, tools used to pull the liner are designed to engage features that extend inwardly from the liner, such as a setting sleeve having internal steel threads protruding into the bore of the liner to engage the running tool. However, once the liner is deployed and cemented in place, the inwardly extending features remain and cannot be drilled with a conventional rock bit. Accordingly, if the full inside diameter of the liner is needed or desired, the inwardly extending features, e.g. threads, must be removed by special milling tools. This, of course, incurs additional costs to the well operator due to the extra tools required and the lost production time during milling of the threads.




SUMMARY OF THE INVENTION




The present invention relates generally to a technique for lining a wellbore, such as a lateral wellbore. The technique allows the use of a flush bore liner that may be deployed in a wellbore by pulling the liner from a lower region. The technique utilizes a running tool that may be selectively coupled to the liner without utilizing features that cannot be removed from the liner with a conventional rock bit.











BRIEF DESCRIPTION OF THE DRAWINGS




The invention will hereafter be described with reference to the accompanying drawings, wherein like reference numerals denote like elements, and:





FIG. 1

is a schematic view of a liner being deployed in a lateral wellbore according to one embodiment of the present technique;





FIG. 2A

is a cross-sectional view taken generally along the axis of an upper portion of a flush bore running tool, according to one embodiment of the present invention;





FIG. 2B

is a cross-sectional view taken generally along the axis of the lower portion of the flush bore running tool referenced in

FIG. 2A

;





FIG. 3A

is a cross-sectional view of an exemplary liner that may be coupled to the flush bore running tool illustrated in

FIGS. 2A and 2B

;





FIG. 3B

illustrates the flush bore running tool positioned for insertion into the liner; and





FIG. 3C

illustrates the flush bore running tool coupled to the liner illustrated in FIG.


3


A.











DETAILED DESCRIPTION OF THE EXEMPLARY EMBODIMENTS




Referring generally to

FIG. 1

, an exemplary liner deployment application is illustrated. In this embodiment, a liner


10


, such as a liner pipe, is deployed through a wellbore


12


into a lateral wellbore


14


. Wellbore


12


and lateral wellbore


14


are formed within a geological formation


16


that typically contains desirable production fluids, such as petroleum.




Liner


10


is coupled to a running tool


18


by a connection assembly


20


. The exemplary running tool


18


is a flush bore running tool (as will be explained more fully below) coupled to appropriate deployment tubing


22


. Deployment tubing


22


is suspended from an assembly


24


, such as a tubing hanger. Furthermore, wellbore


12


typically extends from an upper surface


26


, such as a land surface or subsea surface.




Referring generally to

FIGS. 2A and 2B

, one exemplary running tool


18


is illustrated. An upper portion


28


of running tool


18


is illustrated in

FIG. 2A and a

lower portion


30


of running tool


18


is illustrated in FIG.


2


B.




Upper portion


28


comprises a tubing section


32


having a hollow interior


34


and an outer surface


36


. Hollow interior


34


is sized to receive a dart assembly


38


therethrough. Upper portion


28


further comprises an upper attachment region


40


and a lower attachment region


42


. Upper attachment region


40


is designed to couple running tool


18


to deployment tubing


22


by, for example, threaded engagement via a threaded region


44


. Lower attachment region


42


is designed for coupling upper portion


28


with lower portion


30


by, for example, threaded engagement via a threaded region


46


.




Upper portion


28


also may include a closure member


48


positioned and designed to fit over the top of liner


10


to limit the amount of debris that otherwise could fall into liner


10


during deployment. An exemplary closure member


48


comprises a junk bushing


50


positioned around an insert


52


. Junk bushing


50


and insert


52


may be positioned along the outer surface


36


of tubing section


32


by one or more set screws


54


.




Referring generally to

FIG. 2B

, lower portion


30


generally comprises an outer structural housing


56


having a flow path


58


therethrough. Flow path


58


cooperates with hollow interior


34


to provide a fluid flow path through the entire running tool


18


. Lower portion


30


also generally comprises connection assembly


20


and a release mechanism


60


that permits selective release of running tool


18


from liner


10


. It should be noted that a variety of components and configurations can be utilized in forming outer structural housing


56


, connection assembly


20


and release mechanism


60


. The actual design may vary according to the desired application, environment, structural integrity required, etc. without departing from the scope of the present invention.




In the illustrated embodiment, outer structural housing


56


comprises a crossover sub


62


having an upper attachment end


64


designed to engage lower attachment region


42


of upper portion


28


. Upper attachment end


64


may include, for example, a threaded region


66


designed for engagement with threaded region


46


, as known to those of ordinary skill in the art.




Crossover sub


62


is coupled to a dart seat sub


68


by, for example, threaded engagement at a threaded region


70


. Dart seat sub


68


may include a dart seat


72


held within flow path


58


by one or more shear screws


74


that secure dart seat


72


in place until struck by dart assembly


38


. Additionally, a pipe plug


76


is positioned radially outward of each shear screw


74


to prevent leakage of fluid from flow path


58


after shearing of shear screw


74


. Typically, screws


74


are sheared during cementation of liner


10


when dart assembly


38


is utilized to force cement material along flow path


58


.




At a lower end, dart seat sub


68


is coupled to a dart by-pass sub


78


by, for example, a threaded region


80


. Dart by-pass sub


78


comprises a one-way dart by-pass


82


having a flexible retainer portion


84


designed to hold dart assembly


38


within the flow path


58


. Additionally, dart by-pass sub


78


may include one or more inserts


86


that permit a restricted flow of fluid past dart assembly


38


when retained by dart by-pass sub


78


. This permits, for example, the draining of deployment tubing


22


and running tool


18


when running tool


18


is retrieved from liner


10


and moved upwardly to upper surface


26


.




In the illustrated embodiment, dart by-pass sub


78


also is coupled to a lock sub


88


via, for example, a threaded region


90


. Lock sub


88


is designed for cooperation with connection assembly


20


. Additionally, lock sub


88


is coupled to a lower sub


92


by, for example, a plurality of shear screws


94


. The lower sub


92


may comprise a plurality of lead fingers


96


designed to engage corresponding features of liner


10


(see

FIG. 3C

where lead fingers


96


are approaching engagement with liner


10


).




An exemplary connection assembly


20


comprises a plurality of radially expandable fingers


98


that may be held in a radially outward position to engage corresponding features of liner


10


(see FIG.


3


A). In this embodiment, fingers


98


form part of an overall collet


100


slidably received along an external surface


102


of lock sub


88


. A spring member


104


, such as a coil spring, biases collet


100


axially towards an abutment


106


such that fingers


98


abut against abutment


106


.




Fingers


98


are held in the radial, outward position by one or more release dogs


108


. Release dog


108


are, in turn, held in a radially outward position by a slidable piston


110


positioned for axial motion along flow path


58


within lock sub


88


. Release dogs


108


typically are mounted for radial movement in corresponding openings


111


formed through lock sub


88


.




In this particular embodiment, slidable piston


110


forms a part of release mechanism


60


which may be hydraulically actuated. Axial movement of piston


110


to a desired location permits the radially inward movement of release dogs


108


and fingers


98


to release running tool


18


from liner


10


. Specifically, when hydraulic fluid is pressurized in flow path


58


above slidable piston


110


, the hydraulic fluid moves through an axial opening


112


extending longitudinally through slidable piston


110


. The fluid moves a ball


114


against a ball seat


116


. Continued application of pressure forces slidable piston


110


towards a ball seat catcher mechanism


118


until release dogs


108


are allowed to move radially inward into an appropriately formed receptacle or receptacles


120


recessed into slidable piston


110


. In the illustrated embodiment, the hydraulic pressure must be sufficiently high to shear one or more shear pins


122


, thereby permitting the slidable motion of piston


110


. Appropriate pipe plugs


124


may be deployed in lock sub


88


at radially outward positions from shear screws


122


, as illustrated.




Ball seat catcher


118


may be attached to lower sub


92


via, for example, an internal threaded region


126


. Additionally, ball seat catcher


118


may have one or more openings


128


to permit the flow of material through running tool


18


during cementation of liner


10


. An appropriate stinger or stinger assembly


130


also may be coupled to lower sub


92


by, for example, a threaded region


132


.




Referring generally to

FIG. 3A

, an exemplary liner


10


is illustrated. Liner


10


comprises a liner casing


134


having a generally hollow interior


136


. Liner


10


further comprises an engagement feature


138


by which connection assembly


20


and running tool


18


may be engaged with liner


10


. An exemplary engagement feature


138


comprises a flush bore running collar


140


that has an appropriately sized groove


142


for receiving fingers


98


when they are disposed in the radially outward position to lock running tool to liner


10


. Groove


142


permits use of the entire inside diameter (flush bore) of liner


10


.




Additionally, the exemplary liner


10


comprises a packoff bushing


144


sized to receive lower sub


92


of running tool


18


. Packoff bushing


144


has a plurality of fingers


146


spaced to receive lead fingers


96


of lower sub


92


. When engaged, lead fingers


96


and packoff bushing fingers


146


allow application of an axial force and/or a torque to liner


10


. Liner


10


also may include certain other features, such as a float collar


148


having a float valve


150


as well as a leading end float shoe


152


having a float valve


154


.




As illustrated in

FIG. 3B

, running tool


18


is sized for insertion into hollow interior


136


of liner


10


. Running tool


18


is inserted until fingers


98


engage groove


142


of flush bore collar


140


and lead fingers


96


engage fingers


146


of packoff bushing


144


(see FIG.


3


C). When inserted, closure member


48


is positioned to reduce the debris that could otherwise fall into the upper open end of liner


10


. Additionally, a swab cup assembly


156


is positioned to slide into hollow interior


136


.




Thus, running tool


18


may be inserted into liner


10


and locked in place via connection assembly


20


. The liner


10


may then be moved into a desired wellbore, such as lateral wellbore


14


(see FIG.


1


). Once the liner is at the desired downhole location, it may be cemented in place by pouring an appropriate amount of cementation material into deployment tubing


22


. Dart assembly


38


is placed over the cementation material and pumped downward via an appropriate fluid. This moves the cementation material through flow path


58


of running tool


18


until dart assembly


38


is captured at dart by-pass sub


78


. The cementation material is deposited through stinger


130


to cement liner


10


at the desired wellbore location. Either prior to or subsequent to cementation, running tool


18


may be released from liner


10


via release mechanism


60


. Subsequent to cementation of liner


10


, the running tool


18


is withdrawn from liner


10


and removed from the wellbore.




It should be noted that any components utilized in hollow interior


136


of liner


10


, e.g. packoff bushing


144


, float collar


148


and float shoe


152


are formed from materials readily drillable by a standard rock bit. Thus, liner


10


retains its flush bore characteristics while being locatable within the wellbore with a pulling force (via running tool


18


) rather than a pushing force. The unique configuration of running tool


18


and liner


10


permit tensile deployment of liner


10


without requiring extra trips downhole to mill threads or other inwardly extending features that would otherwise prevent use of the full internal diameter of liner casing


134


.




It will be understood that the foregoing description is of preferred exemplary embodiments of this invention, and that the invention is not limited to the specific forms shown. For example, a variety of liner casings may be utilized; the components of the running tool structural housing, connection assembly and release mechanism may vary; and the system may be utilized in a variety of downhole environments. These and other modifications may be made in the design and arrangement of the elements without departing from the scope of the invention as expressed in the appended claims.



Claims
  • 1. A system for lining a wellbore, comprising:a liner sized to fit within a wellbore; and a running tool coupled to the liner by a flush bore collar disposed generally at a lead end of the liner to place the liner in tension when deployed into the wellbore.
  • 2. The system as recited in claim 1, further comprising a hydraulic release to permit selective disconnection of the running tool from the liner.
  • 3. The system as recited in claim 1, wherein the running tool comprises a collet positioned to engage the flush bore collar.
  • 4. The system as recited in claim 1, further comprising a packoff bushing positioned in the liner to engage the running tool when the liner is run into the wellbore.
  • 5. The system as recited in claim 2, further comprising a stinger coupled to a lead end of the running tool.
  • 6. The system as recited in claim 1, wherein the running tool comprises a dart by-pass sub.
  • 7. The system as recited in claim 3, wherein the collet comprises a plurality of fingers that may be held in a radially outward position to engage the flush bore collar.
  • 8. The system as recited in claim 7, wherein the running tool further comprises a slidable lock piston to hold the plurality of fingers in the radially outward position via at least one release dog.
  • 9. The system as recited in claim 8, wherein the slidable lock piston comprises at least one receptacle positioned to receive the at least one release dog upon selected movement of the slidable lock piston.
  • 10. The system as recited in claim 9, wherein the running tool further comprises a ball valve that, upon closure, permits pressure to be used for moving the slidable lock piston.
  • 11. The system as recited in claim 1, further comprising a closure member disposed above the liner to limit the amount of debris that enters the liner during running of the tool.
  • 12. A method for lining a wellbore, comprising:connecting a running tool to a liner via a connection assembly disposed proximate a lead end of the liner; pulling the liner into the wellbore via the running tool; and maintaining the interior of the liner free from obstructions that would prevent penetration of a rock bit.
  • 13. The method as recited in claim 12, wherein pulling comprises pulling the liner into a lateral wellbore.
  • 14. The method as recited in claim 13, wherein connecting the running tool to the liner via the connection assembly comprises engaging the running tool to a flush bore collar.
  • 15. The method as recited in claim 14, wherein engaging comprises coupling the running tool to the flush bore collar with a collet.
  • 16. The method as recited in claim 15, further comprising releasing the running tool from the liner.
  • 17. The method as recited in claim 16, wherein releasing comprises utilizing a hydraulic release.
  • 18. The method as recited in claim 13, further comprising cementing the liner by moving a material through the running tool.
  • 19. The method as recited in claim 18, further comprising locating a dart assembly at an upstream end of the material during movement of the material through the running tool.
  • 20. A running tool configured for coupling to a liner, comprising:an elongate structure substantially disposed within the liner; a plurality of fingers that may be placed in a radially outward position relative to the elongate structure to engage the liner; and a release mechanism positioned in cooperation with the plurality of fingers to selectively release the fingers from the liner.
  • 21. The running tool as recited in claim 20, wherein the plurality of fingers are formed on a collet.
  • 22. The running tool as recited in claim 20, further comprising at least one release dog, wherein the plurality of fingers are held in the radially outward position by the at least one release dog.
  • 23. The running tool as recited in claim 22, further comprising a slidable lock piston positioned to hold the at least one release dog against the plurality of fingers when in the radially outward position.
  • 24. The running tool as recited in claim 23, wherein the slidable lock piston comprises a receptacle to receive the at least one release dog when the slidable lock piston is moved to a release position.
  • 25. The running tool as recited in claim 20, wherein the release mechanism comprises a hydraulic release mechanism.
  • 26. The running tool as recited in claim 24, wherein the release mechanism comprises a ball valve that may be closed selectively to permit movement of the slidable lock piston via hydraulic pressure.
  • 27. The running tool as recited in claim 20, further comprising a stinger coupled to the elongate structure.
  • 28. The running tool as recited in claim 20, wherein the elongate structure comprises a dart by-pass sub.
  • 29. The running tool as recited in claim 28, further comprising a dart assembly.
  • 30. The running tool as recited in claim 20, wherein the elongate structure comprises an internal flow path.
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