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Improved solution of displacements due to a compacting reservoir over a rigid basement
Authors:Pamela Tempone  Erling Fjær  Martin Landrø
Institution:1. Department of Petroleum Engineering and Applied Geophysics, Norwegian University of Science and Technology, S.P. Andersens veg 15a, 7491 Trondheim, Norway;2. SINTEF Petroleum Research, S.P. Andersens veg 15b, 7491 Trondheim, Norway
Abstract:Geertsma’s analytical method is often used to compute strain and stress changes around a compacting geological reservoir. The present work extends Geertsma’s solution by adding a rigid layer beneath the compacting reservoir. Analytical formulae are presented for all the components of displacement of a point in the subsurface. Our derivation includes the correction of an error found in the paper written by Sharma in 1956.
Keywords:Subsidence  Compacting reservoir  Rigid basement  Analytical solution
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