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APPLIED GEOPHYSICS  2014, Vol. 11 Issue (1): 63-72    DOI: 10.1007/s11770-014-0412-x
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Numerical simulation of surface and downhole deformation induced by hydraulic fracturing
He Yi-Yuan1, Zhang Bao-Ping2, Duan Yu-Ting1, Xue Cheng-Jin2, Yan Xin1, He Chuan1, and Hu Tian-Yue1
1. School of Earth and Space Sciences, Peking University, Beijing 100871, China.
2. Research Institute of Petroleum Engineering Technology, Sinopec, Beijing 100101, China.
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Abstract Tiltmeter mapping technology infers hydraulic fracture geometry by measuring fracture-induced rock deformation, which recorded by highly sensitive tiltmeters placed at the surface and in nearby observation wells. By referencing Okada’s linear elastic theory and Green’s function method, we simulate and analyze the surface and downhole deformation caused by hydraulic fracturing using the homogeneous elastic half-space model and layered elastic model. Simulation results suggest that there is not much difference in the surface deformation patterns between the two models, but there is a significant difference in the downhole deformation patterns when hydraulic fracturing penetrates a stratum. In such cases, it is not suitable to assume uniform elastic half-space when calculating the downhole deformation. This work may improve the accuracy and reliability of the inversion results of tiltmeter monitoring data.
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HE Yi-Yuan
ZHANG Bao-Ping
DUAN Yu-Ting
XUE Cheng-Jin
YAN Xin
HE Chuan
HU Tian-Yue
Key wordsHydraulic fracturing   surface tilt field   downhole tilt field   layered model   numerical simulation     
Received: 2013-11-01;
Fund:

This research is supported by the National Basic Research Program of China (No.2013CB228602), the National Science and Technology Major Project of China (No.2011ZX05014-006-006) and the National High Technology Research Program of China (No.2013AA064202).

Cite this article:   
HE Yi-Yuan,ZHANG Bao-Ping,DUAN Yu-Ting et al. Numerical simulation of surface and downhole deformation induced by hydraulic fracturing[J]. APPLIED GEOPHYSICS, 2014, 11(1): 63-72.
 
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