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Gravel placement through perforations and perforation cleaning for gravel packing

Journal Article · · J. Pet. Technol.; (United States)
DOI:https://doi.org/10.2118/14161-PA· OSTI ID:7181399
In large-scale model testing, the effectiveness of gravel prepacking under four different conditions was studied: when there had been no previous sand production, after sand production had occurred, after perforation washing, and after perforation surging. In the case of no previous sand production, pressure parting occurred in the unconsolidated formation when a critical injection pressure level was exceeded. The orientation was normal to the least principal stress. In those cases where earlier fluid production caused the removal of formation sand, prepacking produced multiple pressure parts in the low-stress-state sand in the vicinity of the perforation because stable cavities had not formed. The orientation of these pressure parts was also normal to the least principal stress. Gravel prepacking after perforation washing and surging resulted in grave-placement geometries that were controlled by the stress state and geometry of the formation sand around the perforation after these operations. Prepacking after perforation washing generally resulted in placement that resembled the geometry of the washed region, which was usually a void. Prepacking after surging resulted in pressure parting and considerable mixing of the prepack gravel with the formation sand because stable cavities had not formed. Perforation washing results demonstrated that washing should be conducted at the maximum practical pump rate with water used as the wash fluid. Perforation surging tests indicated that the amount of formation sand removed was proportional to the surge pressure.
Research Organization:
Exxon Production Research Co. (US)
OSTI ID:
7181399
Journal Information:
J. Pet. Technol.; (United States), Journal Name: J. Pet. Technol.; (United States) Vol. 40:2; ISSN JPTJA
Country of Publication:
United States
Language:
English

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