Day 3 Wed, October 28, 2020 2020
DOI: 10.2118/201642-ms
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Geomechanics of Compartmentalized Reservoirs with Finite Element Analysis: Field Case Study from the Eastern Mediterranean

Abstract: This paper presents an optimum way to produce down to depletion a compartmentalized reservoir in offshore deep environment by considering geomechanical stress-deformation mechanisms and associated problems. The case study is for a faulted reservoir zone of the Aphrodite field, located in the Eastern Mediterranean. The study is based on finite element modelling using 2D plane strain analysis that incorporates pore pressure and elastoplastic deformation of reservoir and overburden rock formations using the Druck… Show more

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Cited by 2 publications
(5 citation statements)
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“…Nevertheless, a reasonable simplicity for understanding the overall dynamic stress behavior of the formation is kept by considering uniform bodies with averaged rock properties, especially for the net-togross parameters, porosity, and permeability. Our model is calibrated based on the field pressure data (Markou and Papanastasiou 2018) and the triaxial tests conducted on reservoir sandstone core samples (Markou and Papanastasiou 2020a). The results were validated in the initial conditions from the in situ field data, and as the field is not a producer yet, the modeled depletion conditions were validated through the analytical method of Hooke's law and the outputs of triaxial tests.…”
Section: Model Designmentioning
confidence: 98%
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“…Nevertheless, a reasonable simplicity for understanding the overall dynamic stress behavior of the formation is kept by considering uniform bodies with averaged rock properties, especially for the net-togross parameters, porosity, and permeability. Our model is calibrated based on the field pressure data (Markou and Papanastasiou 2018) and the triaxial tests conducted on reservoir sandstone core samples (Markou and Papanastasiou 2020a). The results were validated in the initial conditions from the in situ field data, and as the field is not a producer yet, the modeled depletion conditions were validated through the analytical method of Hooke's law and the outputs of triaxial tests.…”
Section: Model Designmentioning
confidence: 98%
“…In particular, in normal fault geometry, the footwall depletion causes the rock movement perpendicular to the fault surface, suggesting that the risk of fault activation is reduced. On the contrary, in the case of hanging-wall depletion, there is a differential displacement parallel to the fault surface indicating a risk of fault activation movement (Markou and Papanastasiou 2020a). The most predictable displacement conditions can exist in the uniform depletion scenario.…”
Section: Deformationmentioning
confidence: 99%
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