Method and apparatus for in situ determination of permeability and porosity

• US 4,353,249 A
• Filed: 10/30/1980
• Issued: 10/12/1982
• Est. Priority Date: 10/30/1980
• Status: Expired due to Term

• Current Assignee: Maxwell Laboratories, Inc. (UCAP Power, Inc.)
• Original Assignee: Systems Science and Software
• Inventors: Peterson, Edward W., Lagus, Peter L.
• Primary Examiner(s): MYRACLE, JERRY
• Application Number:
  US06/202,076
• Time in Patent Office: 712 Days
• Field of Search: 73/155, 73/151, 73/38, 166/250, 166/179
• US Class Current: 73/152.41
• CPC Class Codes: E21B 47/11 using tracers; using radioactivity
• CPC Class Codes: E21B 49/087 Well testing, e.g. testing for reservoir productivity or formation parameters

Abstract

A method and apparatus for in situ measurement of flow characteristics in boreholes or the like is disclosed for determining various formation characteristics such as permeability, particularly in the range of approximately 100-1,000 microdarcies and lower. One embodiment of the method and apparatus contemplates formation of a test interval in the borehole by a pair of expandable packers, additional guard zones being formed in the borehole at either end of the test interval by two additional guard packers, suitable flow conditions being simultaneously and separately measured within the test interval and each of the guard zones in order to permit determination of multidirectional components of permeability, porosity and other characteristics of the particular formation. Another embodiment contemplates whole hole testing where similar data is developed for a test interval formed between a single packer and the end of the borehole and one guard zone formed by a single additional guard packer. The method and apparatus of this invention are particularly contemplated for obtaining unambiguous measurements of multidirectional flow in low permeability formations.

Claims

1. In a method for in situ determination of permeability in a borehole extending through an underground formation of interest, the steps comprising

defining an isolated test interval along the borehole between spaced-apart primary packers,

defining additional isolated guard regions respectively at opposite ends of the test interval by means of guard packers respectively spaced-apart from the primary packers,

developing a pressure differential between the test interval and the surrounding formation for inducing fluid flow therebetween, and

simultaneously and separately monitoring selected flow conditions in the test interval and in the separate guard regions in order to permit determination of multidimensional formation characteristics and possible leakage of fluid past the primary packers in an axial direction relative to the borehole.

2. The method of claim 1 wherein selected flow conditions are monitored within the test interval for detecting composite flow between the test interval and the surrounding formation and between the test interval and the separate guard regions, selected flow conditions also being simultaneously and separately monitored within each of the guard regions in order to detect flow between the test interval and the respective guard regions in an axial direction relative to the borehole.

3. The method of claim 2 wherein the test interval is pressurized above the ambient pressure of the surrounding formation in order to induce fluid flow from the test interval radially outwardly into the surrounding formation in relation to the borehole and axially toward the separate guard regions.

4. The method of claim 2 wherein pressure is developed within the test interval at a level lower than the ambient pressure of the surrounding formation in order to induce fluid flow from the surrounding formation into the test interval and also to induce vertical fluid flow from the separate guard regions toward the test interval.

5. The method of claim 1 wherein the pressure differential between the test interval and the surrounding formation is maintained at a substantially constant value while monitoring test interval flow and pressure.

6. The method of claim 1 wherein pressure changes resulting from flow into or out of the test interval are monitored within the test interval.

7. The method of claim 1 further comprising the step of introducing a tracer material on a high pressure side of a selected packer and monitoring arrival time of the tracer material on a low pressure side of the selected packer in order to provide an indication of axial flow between the high pressure and low pressure sides of the selected packer.

8. The method of claim 7 further comprising the step of quantitatively monitoring the rate of accumulation of the tracer material on the low pressure side of the selected packer.

9. The method of claim 1 wherein the primary packers are arranged within the borehole to define a test interval of predetermined length at a predetermined location in the borehole.

10. The method of claim 9 wherein both the length and location of the test interval are variable.

11. The method of claim 1 wherein flow conditions simultaneously and separately monitored in the test interval and in the separate isolated guard regions include one or more of the combination of fluid flow volume, pressure and temperature.

12. The method of claim 11 wherein a tracer material is introduced on the high pressure side of a selected packer, the flow conditions being monitored on the low pressure side of the selected packer including initial arrival of the tracer material on the low pressure side of the selected packer.

13. The method of claim 12 wherein the flow conditions monitored on the low pressure side of the selected packer include the rate of accumulation for the tracer material.

14. The method of claim 1 wherein the test interval is of substantially greater length than the respective guard regions in order to facilitate measurement of axial flow therebetween.

15. The method of claim 14 wherein the test interval is pressurized above the ambient pressure of the surrounding formation in order to induce fluid flow from the test interval radially outwardly into the surrounding formation and axially toward the separate guard regions.

16. A guarded straddle packer assembly for in situ determination of permeability in a borehole extending through an underground formation of interest, comprising

a pair of spaced-apart primary packers defining an isolated test interval along the borehole,

an additional pair of guard packers being respectively spaced apart from the primary packers in order to define additional isolated guard regions separately formed at opposite ends of the test interval,

means for developing a pressure differential between the test interval and the surrounding formation for causing fluid flow therebetween, and

means for simultaneously and separately monitoring selected flow conditions in the test interval and in the separate guard regions in order to permit determination of multi-directional formation characteristics and possible leakage past the primary packers in an axial direction relative to the borehole.

17. The guarded straddle packer assembly of claim 16 wherein the monitoring means includes means in communication with the test interval for detecting composite flow between the test interval and the surrounding formation and between the test interval and the separate guard regions, and further comprising means for simultaneously and separately monitoring selected flow conditions within each of the separate guard regions in order to detect axial flow between the test interval and the respective guard regions.

18. The guarded straddle packer assembly of claim 17 wherein the pressure differential means includes means for pressurizing the test interval above the ambient pressure of the surrounding formation in order to induce fluid flow from the test interval outwardly into the surrounding formation and axially toward the separate guard regions.

19. The guarded straddle packer assembly of claim 17 wherein the pressure differential means includes means for developing a pressure within the test interval lower than the ambient pressure of the surrounding formation in order to induce fluid flow from the surrounding formation into the test interval while also inducing axial fluid flow from the separate guard regions toward the test interval.

20. The guarded straddle packer assembly of claim 16 wherein the pressure differential means includes means for monitoring flow and pressure in the test interval.

21. The guarded straddle packer assembly of claim 16 wherein the pressure differential means includes means for monitoring pressure within the test interval.

22. The guarded straddle packer assembly of claim 16 further comprising means for introducing a tracer material on a high pressure side of a selected packer and means for monitoring arrival time of the tracer material on a low pressure side of the selected packer in order to provide an indication of axial flow between the high pressure and low pressure sides of the selected packer.

23. The guarded straddle packer assembly of claim 22 further comprising means for monitoring both initial arrival time of the tracer material on the low pressure side of the selected packer and also for quantitatively monitoring the rate of accumulation of tracer material on the low pressure side of the selected packer.

24. The guarded straddle packer of claim 16 wherein the primary packers are arranged within the borehole to define a test interval of predetermined length at a predetermined location in the borehole.

25. The guarded straddle packer assembly of claim 24 wherein the packers are movable relative to each other for adjusting the length of the test interval.

26. The guarded straddle packer assembly of claim 16 wherein the monitoring means include means for simultaneously and separately monitoring one or more of the combination of fluid flow, pressure and temperature respectively within the test interval and in the separate guard regions.

27. The guarded straddle packer assembly of claim 26 further comprising means for introducing tracer material on the high pressure side of a selected packer, the monitoring means including means for monitoring initial arrival of the tracer material on the low pressure side of the selected packer.

28. The guarded straddle packer assembly of claim 27 further comprising monitoring means for measuring the rate of accumulation of tracer material on the low pressure side of the selected packer.

29. The guarded straddle packer assembly of claim 16 wherein the spacing between the primary packers defining the test interval is substantially greater than the spacing between the respective primary packers and guard packers defining the guard regions.

30. The guarded straddle packer assembly of claim 29 wherein the pressure differential means includes means for pressurizing the test interval at a pressure above the ambient pressure of the surrounding formation in order to induce fluid flow from the test interval radially outwardly into the surrounding formation and axially toward the separate guard regions.

31. In a method for in situ determination of formation characteristics in a borehole extending through an underground formation of interest by means of whole hole testing, the steps comprising

defining an isolated test interval between the end of the borehole and a primary packer arranged in spaced-apart relation from the end of the borehole,

defining an additional isolated guard region adjacent the test interval by means of a guard packer spaced-apart from the primary packer,

developing a pressure differential between the test interval and the surrounding formation for inducing fluid flow therebetween, and

simultaneously and separately monitoring selected flow conditions in the test interval and in the separate guard region in order to permit determination of multi-dimensional formation characteristics and possible leakage of fluid past the primary packers in an axial direction relative to the borehole.

32. The method of claim 31 wherein selected flow conditions are monitored within the test interval for detecting composite flow between the test interval and the surrounding formation and between the test interval and the separate guard region, selected flow conditions also being simultaneously and separately monitored within the guard region in order to detect flow between the test interval and the guard region in an axial direction relative to the borehole.

33. The method of claim 31 further comprising the step of introducing a tracer material on a high pressure side of a selected packer and monitoring arrival time of the tracer material on a low pressure side of the selected packer in order to provide an indication of axial flow between the high pressure and low pressure sides of the selected packer.

34. The method of claim 33 further comprising the step of quantitatively monitoring the rate of accumulation of the tracer material on the low pressure side of the selected packer.

35. The method of claim 31 wherein flow conditions simultaneously and separately monitored in the test interval and in the separate guard region include one or more of the combination of fluid flow volume, pressure and temperature.

36. The method of claim 35 wherein a tracer material is introduced on the high pressure side of a selected packer, the flow conditions being monitored on the low pressure side of the selected packer including initial arrival of the tracer material on the low pressure side of the selected packer.

37. The method of claim 36 wherein the flow conditions monitored on the low pressure side of the selected packer further include the rate of accumulation for the tracer material.

38. A guarded straddle packer assembly adapted for in situ whole hole testing and determination of permeability in a borehole extending through an underground formation of interest, comprising

a primary packer being spaced apart from the end of the borehole for defining an isolated test interval therebetween,

an additional guard packer being spaced apart from the primary packer in order to define an isolated guard region separately formed adjacent the test interval,

means for developing a pressure differential between the test interval and the surrounding formation for causing fluid flow therebetween, and

means for simultaneously and separately monitoring selected flow conditions in the test interval and in the separate guard region in order to permit determination of multi-dimensional formation characteristics and possible leakage past the primary packer in an axial direction relative to the borehole.

39. The guarded straddle packer assembly of claim 38 wherein the monitoring means includes means in communication with the test interval for detecting composite flow between the test interval and the surrounding formation and between the test interval and the separate region, and further comprising means for simultaneously and separately monitoring selected flow conditions within the separate guard region in order to detect axial flow between the test interval and the respective guard region.

40. The guarded straddle packer assembly of claim 38 further comprising means for introducing a tracer material on a high pressure side of a selected packer and means for monitoring arrival time of the tracer material on a low pressure side of the selected packer in order to provide an indication of axial flow between the high pressure and low pressure sides of the selected packer.

41. The guarded straddle packer assembly of claim 40 further comprising means for quantitatively monitoring the rate of accumulation of tracer material on the low pressure side of the selected packer.