Technical Papers
Sep 29, 2017

Determination of the Geomechanical Parameters and Associated Uncertainties in Hydraulic Fracturing by Hybrid Probabilistic Inverse Analysis

Publication: International Journal of Geomechanics
Volume 17, Issue 12

Abstract

Determination of the geomechanical parameters and in situ stress of petroleum reservoir rocks by hydraulic fracturing is critical in performing fracturing operations and reservoir simulation in petroleum engineering. Many uncertainties are associated with the determination of petroleum geomechanical parameters and in situ stress because of the complexity and nonlinearity of hydraulic fracturing and the variation of rock properties. Inverse analysis is commonly used to determine petroleum geomechanical parameters, but conventional analysis does not allow the uncertainty to be considered. This study proposes a probabilistic inverse analysis method that integrates numerical simulation, Bayesian theory and a multi-output support vector machine (MSVM) to determine in situ stress, geomechanical parameters, and related uncertainties. Furthermore, this study tried to establish the relationships between those parameters and numerically simulated borehole pressure. The proposed method was verified by a numerical example in which the uncertainties in the values of the Young’s modulus, Poisson’s ratio, and in situ stress were modeled as random variables. Compared with the traditional inverse analysis methodology, the proposed method was found to improve the accuracy of maximum in situ stress to 45% and 5% with and without considering the poroelastic effects, respectively. Using the parameters determined by probabilistic inverse analysis, the simulated borehole pressure agreed closely with the measured pressure, indicating that the MSVM model reproduced the relationship between the geomechanical parameters and borehole pressure reasonably well. An analysis of the effect of the uncertainty of borehole pressure showed that estimates of the geomechanical parameters are greatly improved by decreasing the error in monitoring borehole pressures.

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Acknowledgments

This study was supported by the Program for Innovative Research Team (in Science and Technology) in the University of Henan Province (Grant 15IRTSTHN029) and the Doctorate Fund of Henan Polytechnic University (Grant B2009-96). The authors also appreciate the anonymous referees for their valuable suggestions and questions.

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International Journal of Geomechanics
Volume 17Issue 12December 2017

History

Received: Nov 4, 2016
Accepted: Jun 5, 2017
Published online: Sep 29, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 1, 2018

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Hongbo Zhao [email protected]
Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, People’s Republic of China (corresponding author). E-mail: [email protected]
Zhongliang Ru [email protected]
Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, People’s Republic of China. E-mail: [email protected]
Changxing Zhu [email protected]
Associate Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, People’s Republic of China. E-mail: [email protected]

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