IPC분류정보
국가/구분 |
United States(US) Patent
등록
|
국제특허분류(IPC7판) |
|
출원번호 |
US-0686116
(2010-01-12)
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등록번호 |
US-8631872
(2014-01-21)
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발명자
/ 주소 |
|
출원인 / 주소 |
- Halliburton Energy Services, Inc.
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대리인 / 주소 |
|
인용정보 |
피인용 횟수 :
4 인용 특허 :
114 |
초록
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A method of inducing fracture complexity within a fracturing interval of a subterranean formation is provided. The method comprises defining a stress anisotropy-altering dimension, providing a straddle-packer assembly to alter a stress anisotropy of a fracturing interval, based on defining the stres
A method of inducing fracture complexity within a fracturing interval of a subterranean formation is provided. The method comprises defining a stress anisotropy-altering dimension, providing a straddle-packer assembly to alter a stress anisotropy of a fracturing interval, based on defining the stress anisotropy-altering dimension, isolating a first fracturing interval of the subterranean formation with the straddle-packer assembly, inducing a fracture in the first fracturing interval, isolating a second fracturing interval of the subterranean formation with the straddle-packer assembly, inducing a fracture in the second fracturing interval, wherein fracturing the first and second fracturing intervals alters the stress anisotropy within a third fracturing interval, isolating the third fracturing interval with the straddle-packer assembly, and inducing a fracture in the third fracturing interval. The straddle-packer assembly comprises a first packer, an injection port sub-assembly above the first packer, and a second packer above the injection port sub-assembly.
대표청구항
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1. A method of inducing fracture complexity within a third fracturing interval between a first fracturing interval and a second fracturing interval of a subterranean formation, the method comprising: defining a horizontal stress anisotropy-altering dimension based on a determination of a magnitude a
1. A method of inducing fracture complexity within a third fracturing interval between a first fracturing interval and a second fracturing interval of a subterranean formation, the method comprising: defining a horizontal stress anisotropy-altering dimension based on a determination of a magnitude and a direction of a maximum horizontal stress (σHMax) of the subterranean formation and a determination of a magnitude and a direction of a minimum horizontal stress (σHMin) of the subterranean formation, wherein the horizontal stress anisotropy of the subterranean formation is proportional to σHMax−σHMin;providing a straddle-packer assembly to alter the stress anisotropy of a fracturing interval of the subterranean formation, wherein the straddle-packer assembly comprises a first packer at a lower end of the straddle-packer assembly, an injection port sub-assembly above the first packer, and a second packer above the injection port sub-assembly;based on defining the stress anisotropy-altering dimension, positioning the straddle packer assembly so as to provide a first route of fluid communication to the first fracturing interval of the subterranean formation via the injection port of the straddle-packer assembly;communicating a fluid to the first fracturing interval via the first route of fluid communication so as to induce a fracture within the first fracturing interval;based on defining the stress anisotropy-altering dimension, positioning the straddle packer assembly so as to provide a second route of fluid communication to the second fracturing interval of the subterranean formation via the injection port of the straddle-packer assembly;communicating a fluid to the second fracturing interval via the second route of fluid communication so as to induce a fracture within the second fracturing interval, wherein introduction of the fractures within the first and second fracturing intervals abets the horizontal stress anisotropy within the third fracturing interval by decreasing the horizontal stress anisotropy within the third fracturing interval, reversing the orientation of the stress anisotropy within the third fracturing interval, or both;positioning the straddle packer assembly so as to provide a third route of fluid communication to the third fracturing interval with the straddle-packer assembly; andcommunicating a fluid to the third fracturing interval via the third route of fluid communication so as to induce a fracture within the third fracturing interval. 2. The method of claim 1, wherein the third fracturing interval is located between the first fracturing interval and the second fracturing interval. 3. The method of claim 1, wherein the first packer is actuated by compression force to engage a wellbore. 4. The method of claim 3, wherein the straddle-packer assembly further comprises a slips sub-assembly below the first packer, wherein running the straddle-packer assembly further into the wellbore when the slips sub-assembly engages the wellhore applies compression force to the first packer and causes the first packer to engage the wellbore. 5. The method of claim 1, wherein the second packer is actuated by hydraulic pressure. 6. The method of claim 1, wherein the straddle-packer assembly further comprises a hydraulic hold-down sub-assembly above the second packer, wherein the hydraulic hold-down sub-assembly comprises a slips mechanism that engages the wellbore when a pressure differential is present between an interior and an exterior of the hydraulic hold-down assembly. 7. The method of claim 6, wherein the straddle-packer assembly further comprises a blast joint above the second packer. 8. The method of claim 1, wherein providing the straddle-packer assembly comprises running the straddle-packer assembly into a wellbore penetrating the subterranean formation on a conveyance, wherein the conveyance comprises jointed pipes coupled to the straddle-packer assembly. 9. The method of claim 8, wherein the conveyance further comprises a coiled tubing extending from the surface to the jointed pipes, wherein the coiled tubing is coupled to the jointed pipes. 10. The method of claim 1, wherein the horizontal stress anisotropy-altering dimension comprises a spacing between the first, second, and third fracturing intervals. 11. The method of claim 1, wherein the horizontal stress anisotropy-altering dimension comprises a net fracture extension pressure. 12. The method of claim 1, wherein the straddle-packer assembly is located in a lateral wellbore aligned substantially parallel to the direction of minimum horizontal stress (σHMin) when the straddle-packer assembly is used to isolate the first fracturing interval, when the straddle-packer assembly is used to isolate the second fracturing interval, and when the straddle-packer assembly is used to isolate the third fracturing interval. 13. A method of servicing a wellbore, comprising: determining a horizontal stress anisotropy of a subterranean formation based on a determination of a magnitude and a direction of a maximum horizontal stress (σHMax) of the subterranean formation and a determination of a magnitude and a direction of a minimum horizontal stress (σHMin) of the subterranean formation, wherein the horizontal stress anisotropy of the subterranean formation is proportional to σHMax−σHMin;perforating first, second, and third fracturing intervals of the subterranean formation, wherein the third fracturing interval is located between the first fracturing interval and the second fracturing interval and wherein the first, second, and third intervals may be perforated in any order;after perforating the first, second, and third fracturing intervals of the subterranean formation, running a milling tool to each of the first, second, and third fracturing intervals;after running the milling tool, based on determining the horizontal stress anisotropy of the subterranean formation, introducing a fracture within the first fracturing interval and introducing a fracture within the second fracturing intervalto alter the horizontal stress anisotropy of the third fracturing interval by decreasing the horizontal stress anisotropy within the third fracturing interval, reversing the orientation of the stress anisotropy within the third fracturing interval, or both, wherein introducing the fracture into the first fracturing interval comprises: positioning a straddle packer assembly so as to provide a first route of fluid communication to the first fracturing interval, andcommunicating a fluid to the first fracturing interval via the first route of fluid communication, andwherein introducing the fracture into the second fracturing interval comprises: positioning the straddle packer assembly so as to provide a second route of fluid communication to the second fracturing interval; andcommunicating a fluid to the second fracturing interval via the second route of fluid communication; andafter introducing a fracture into the first and second fracturing intervals, introducing a fracture into the third fracturing interval, wherein introducing the fracture into the third fracturing interval comprises: positioning the straddle packer assembly so as to provide a third route of fluid communication to the third fracturing interval; andcommunicating a fluid to the third fracturing interval via the third route of fluid communication. 14. The method of claim 13, wherein perforating the first, second, and third fracturing interval is accomplished concurrently by a perforation tool comprising explosive charges detonated in a single firing event. 15. The method of claim 13, wherein perforating the first, second, and third fracturing interval is accomplished by a perforation tool comprising a plurality of explosive charges detonated in a plurality of selective fire events. 16. The method of claim 13, further comprising defining a horizontal stress anisotropy-altering dimension based on determining the horizontal stress anisotropy of the subterranean formation, wherein fracturing the second and third fracturing intervals is based on the horizontal stress anisotropy-altering dimension. 17. The method of claim 16, wherein the horizontal stress anisotropy-altering dimension is one of a net fracture extension pressure and a spacing between the first, second, and third fracturing intervals. 18. The method of claim 13, wherein the straddle-packer assembly is located in a lateral wellbore aligned substantially parallel to the direction of minimum horizontal stress (σHMin) when the straddle-packer assembly is used to fracture the first fracturing interval, when the straddle-packer assembly is used to fracture the second fracturing interval, and when the straddle-packer assembly is used to fracture the third fracturing interval. 19. A method of fracturing a wellbore, comprising: providing a straddle-packer assembly to alter a horizontal stress anisotropy of a fracturing interval of a subterranean formation, wherein the straddle-packer assembly comprises a first packer at a lower end of the straddle-packer assembly, an injection port sub-assembly above the first packer; and a second packer above the injection port sub-assembly, wherein the horizontal stress anisotropy is determined based on a magnitude and a direction of a maximum horizontal stress (σHMax) of the subterranean formation and a determination of a magnitude and a direction of a minimum horizontal stress (σHMin) of the subterranean formation, and wherein the horizontal stress anisotropy of the subterranean formation is proportional to σHMax−σHMin;running the straddle-packer assembly into the wellbore to straddle a first fracturing interval;activating the first packer and the second packer to isolate the first fracturing interval, thereby providing a first route of fluid communication from the injection port sub-assembly to the first fracturing interval;pumping a fracturing fluid via the first route of fluid communication to fracture the first fracturing interval;moving the straddle-packer assembly in the wellbore to straddle a second fracturing interval;activating the first packer and the second packer to isolate the second fracturing interval, thereby providing a second route of fluid communication from the injection port sub-assembly to the second fracturing interval;pumping the fracturing fluid via the second route of fluid communication to fracture the second fracturing interval, wherein fracturing the first and second fracturing intervals alters the horizontal stress anisotropy of a third fracturing interval by decreasing the horizontal stress anisotropy within the third fracturing interval, reversing the orientation of the stress anisotropy within the third fracturing interval, or both;moving the straddle-packer assembly in the wellbore to straddle the third fracturing interval;activating the first packer and the second packer to isolate the third fracturing interval, thereby providing a third route of fluid communication from the injection port sub-assembly to the third fracturing interval; andafter fracturing the first and the second fracturing intervals, pumping the fracturing fluid via the third route of fluid communication to fracture the third fracturing interval. 20. The method of claim 19, wherein activating the first packer comprises setting a mechanical slips to engage a casing of the wellbore and applying force downhole on the straddle-packer assembly to compress the first packer and to cause the first packer to engage the casing. 21. The method of claim 19, wherein activating the second packer comprises applying hydraulic pressure to an interior of the straddle-packer assembly to inflate the second packer and to cause the second packer to engage the casing.
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