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Modeling competing hydraulic fracture propagation with the extended finite element method

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We present an extended finite element framework to numerically study competing hydraulic fracture propagation. The framework is capable of modeling fully coupled hydraulic fracturing processes including fracture propagation, elastoplastic bulk… Click to show full abstract

We present an extended finite element framework to numerically study competing hydraulic fracture propagation. The framework is capable of modeling fully coupled hydraulic fracturing processes including fracture propagation, elastoplastic bulk deformation and fluid flow inside both fractures and the wellbore. In particular, the framework incorporates the classical orifice equation to capture fluid pressure loss across perforation clusters linking the wellbore with fractures. Dynamic fluid partitioning among fractures during propagation is solved together with other coupled factors, such as wellbore pressure loss ($$\Delta p_w$$Δpw), perforation pressure loss ($$\Delta p$$Δp), interaction stress ($$\sigma _\mathrm{int}$$σint) and fracture propagation. By numerical examples, we study the effects of perforation pressure loss and wellbore pressure loss on competing fracture propagation under plane-strain conditions. Two dimensionless parameters $$\Gamma = \sigma _\mathrm{int}/\Delta p$$Γ=σint/Δp and $$\Lambda = \Delta p_w/\Delta p$$Λ=Δpw/Δp are used to describe the transition from uniform fracture propagation to preferential fracture propagation. The numerical examples demonstrate the dimensionless parameter $$\Gamma $$Γ also works in the elastoplastic media.

Keywords: propagation; pressure loss; fracture propagation

Journal Title: Acta Geotechnica
Year Published: 2017

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