Reducing uncertainty on land subsidence modeling prediction by a
sequential data-integration approach. Application to the Arlua
off-shore reservoir in Italy
L. Gazzola, M. Ferronato, P. Teatini, C. Zoccarato
Dept. of Civil, Environmental and Architectural Engineering,
University of Padova, Padova, Italy
A. Corradi, M. C. Dacome, S. Mantica
Eni S.p.A., Milan, Italy
In recent years, the awareness about the critical importance of correctly dealing with uncertainty in
numerical models is spreading over an increasing number of application fields, including geomechanics
for energy resources. Sources of uncertainty are related for instance to the mathematical constitutive
law that describes the deep rock behavior, the geomechanical parameters and the geological nature of
the investigated field. Data assimilation techniques take advantage of the increasing availability of
in-situ measurements in order to account for and reduce uncertainties in modeling outcomes. Recently, a
comprehensive workflow for a stochastic analysis of land subsidence has been proposed. It combines a
geomechanical model with successive steps of model diagnostic and data assimilation techniques, like
χ2-test, Red Flag and Ensemble Smoother. Successive steps require increasing computational effort,
but provide more accurate outcomes. The application of the workflow is repeated in time when new
measurements become available so that the model is dynamically updated and the uncertainties are
reduced. The objective of this study is to apply and validate the workflow on the Arlua reservoir.
The outcome is the development and experimentation of a comprehensive geomechanical model that
automatically integrates real measurements and progressively reduces the prediction uncertainties by
a continuous training in time. The application confirms the effectiveness of the proposed integrated
approach and proves its robustness and quality in a complex off-shore reservoir in Italy.
