We have investigated porosity and permeability damage around perforations using a combination of transient analysis and X-ray CT. The method applied allowed us to perform the entire experiments on samples under simulated in-situ stress conditions and to map variations in permeability along the length of the core as well as with radial distance from the perforation. Berea (10.2-cm (4-in.) dia) cores saturated with low-viscosity silicone oil were perforated using conventional-shaped charges (6-g HMX) and API RP43 procedures by using 6.88-MPa (1000-psi) effective stress and 5.16-MPa (750-psi) and 2.61-MPa (350-psi) underbalance. Low-permeability Torrey Buff Sandstone was also perforated using 5.16-MPa (750-psi) underbalance. After sufficiently flowing the perforations, higher-viscosity silicone oil was injected. The movement of fluids was tracked using X-ray CT to measure the local velocity of the viscous fluid front at different locations along the perforation. Results of these tests were compared in terms of permeability and porosity damage. Quantitative analysis on Berea cores show, for the specific charge and test conditions used, that damage extends approximately 2 cm (0.78 in.) from the center of the perforation. Comparison of tests performed with 2.41-MPa (350-psi) and 5.16-MPa (750-psi) underbalance show a clear increase in permeability near the tunnel wall at the higher underbalance. A zone of somewhat-reduced permeability exists at approximately 1.7 cm from the perforation center in the latter case. Porosity profiles calculated show that porosity is almost uniform out from the tunnel and there is no compacted zone near the tunnel wall in liquid-saturated cores. However, there is a high-porosity zone from the tunnel wall out about 2 mm. This may be due to a region of circumferential partings and small cracks that lead to high porosity or due to the possible artifacts discussed in the paper. Qualitative results have also been obtained for a tight sandstone for which underbalance was insufficient to remove debris from the perforation tunnel. CT images reveal that the plugged tunnel acts as a conduit for fluid flow, showing that the plugging material has significantly higher permeability than the surrounding rock.
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e-mail: phil@pnge.psu.edu
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September 2001
Technical Papers
Mapping of Permeability Damage Around Perforation Tunnels
C. Ozgen Karacan,
C. Ozgen Karacan
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
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Abraham S. Grader,
Abraham S. Grader
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
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Phillip M. Halleck
e-mail: phil@pnge.psu.edu
Phillip M. Halleck
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
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C. Ozgen Karacan
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
Abraham S. Grader
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
Phillip M. Halleck
Energy and Geo-Environmental Engineering Department, The Pennsylvania State University, University Park, PA 16802
e-mail: phil@pnge.psu.edu
Contributed by the Petroleum Division and presented at the ETCE/OMAE2000, New Orleans, Louisiana, February 14–17, 2000, of THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS. Manuscript received by the Petroleum Division, March 28, 2000; revised manuscript received May 10, 2001. Editor: A. K. Wojtanowicz.
J. Energy Resour. Technol. Sep 2001, 123(3): 205-213 (9 pages)
Published Online: May 10, 2001
Article history
Received:
March 28, 2000
Revised:
May 10, 2001
Citation
Ozgen Karacan , C., Grader , A. S., and Halleck, P. M. (May 10, 2001). "Mapping of Permeability Damage Around Perforation Tunnels ." ASME. J. Energy Resour. Technol. September 2001; 123(3): 205–213. https://doi.org/10.1115/1.1386389
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