SPE Reservoir Evaluation & Engineering
Volume 13, Number 6, December 2010, pp. 906-913

SPE-135736-PA

Numerical Modeling of Rock/Casing Interaction in Radioactive-Marker Boreholes of the Northern Adriatic Basin, Italy

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DOI  More information 10.2118/135736-PA http://dx.doi.org/10.2118/135736-PA

Citation

  • Castelletto, N., Ferronato, M., Gambolati, G., Janna, C., and Teatini, P. 2010. Numerical Modeling of Rock/Casing Interaction in Radioactive-Marker Boreholes of the Northern Adriatic Basin, Italy. SPE Res Eval & Eng  13 (6): 906-913. SPE-135736-PA. doi: 10.2118/135736-PA.

Discipline Categories

  • 6.5 Reservoir Simulation
  • 6.6 Reservoir Monitoring/Formation Evaluation

Keywords

  • rock compressibility, reservoir compaction, interface finite elements, radioactive markers

Summary

The possible influence of the well casing in reservoir-deformation measurements by the radioactive-marker technique (RMT) is investigated. The issue is quite important because RMT data may be used for a most-representative estimate of the in-situ vertical rock compressibility cM  (i.e., a basic parameter to predict the land settlement caused by gas-/oilfield development or the land uplift caused by underground fluid injection). A geomechanical finite-element (FE) model is implemented to evaluate the disturbance caused by the stiffness of the steel casing and the surrounding cement on the amount of deformation around the borehole as detected by RMT. The FE model is integrated by a class of elastoplastic interface FEs (IFE) specifically designed to account for the potential sliding of the different materials (i.e., along the contact surfaces between the steel casing and the cement, and the cement and the exploited formation). The numerical simulations make use of real casing data and geomechanical information from the Northern Adriatic basin, Italy. The results show that sliding is not likely to occur along the contact surfaces and that RMT appears to be a reliable tool for assessing the actual geomechanical properties of the depleted formation at a depth larger than 1000 m, where the in-situ deformation is negligibly affected by the casing stiffness. In shallow softer units, the compaction as measured by RMT is influenced progressively by casing, with a corresponding likely underestimate of cM.

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History

  • Original manuscript received: 25 June 2009
  • Revised manuscript received: 6 December 2008
  • Manuscript approved: 28 January 2010
  • Published online: 23 August 2010
  • Version of record: 9 December 2010