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Erschienen in: Rock Mechanics and Rock Engineering 7/2018

19.03.2018 | Original Paper

Geomechanical Risk Assessment for Subsurface Fluid Disposal Operations

verfasst von: J. Burghardt

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 7/2018

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Abstract

Numerical models are commonly used to estimate the state of stress in the subsurface for various engineering applications. These estimates are subject to considerable uncertainty, and yet, the estimates are almost always deterministic, yielding no information about the certainty of the prediction. For some applications, unquantified uncertainties in stress are often acceptable, because the risks related to geomechanics may be of low relative importance compared to other risks (e.g., recoverable resource volume), for which uncertainties are often quantified. Furthermore, many geomechanics-related risks in the petroleum industry are relatively short-lived (e.g., well bore stability) and decrease in importance with time. In contrast, for wastewater injection or geologic carbon sequestration (GCS), geomechanics-related risks (e.g., seal integrity, induced seismicity) are on par with resource-related risks and are of long-term concern, with the risk generally increasing in importance for a significant period of time. For these reasons, the deterministic stress estimation and risk analysis approaches generally applied in the petroleum industry are insufficient for GCS applications. This paper describes a Bayesian approach to geomechanical uncertainty quantification and risk assessment. The method is demonstrated using data from an active enhanced oil recovery/geologic carbon sequestration field as a case study.

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Fußnoten
1
The fourth eigenvalue, corresponding to the shear modulus \(G_{\text{vh}}\), is not included because it is not constrained by the vertical and horizontal triaxial tests used here, and because it does not arise in the 1D geomechanical equations. This parameter is important for equilibrated 3D analyses and can be constrained using samples cut at an angle to bedding, but because most triaxial cells cannot measure the shear stress and/or strain induced by loading such samples, these tests are difficult to meaningfully interpret. The recent work by Togashi et al. (2016) is a much needed innovation in this regard that may turn these complications into an opportunity to generate more useful data from a single test.
 
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Metadaten
Titel
Geomechanical Risk Assessment for Subsurface Fluid Disposal Operations
verfasst von
J. Burghardt
Publikationsdatum
19.03.2018
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 7/2018
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-018-1409-1

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