Pore pressure effects on fracture net pressure and hydraulic fracture containment

Insights from an empirical and simulation approach

Journal Article (2017)
Author(s)

Rahul Prabhakaran (TU Delft - Applied Geology)

C.J. de Pater (Fenix Consulting Delft)

Josef Shaoul (Fenix Consulting Delft)

Research Group
Applied Geology
Copyright
© 2017 R. Prabhakaran, C.J. de Pater, Josef Shaoul
DOI related publication
https://doi.org/10.1016/j.petrol.2017.07.009
More Info
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Publication Year
2017
Language
English
Copyright
© 2017 R. Prabhakaran, C.J. de Pater, Josef Shaoul
Research Group
Applied Geology
Volume number
157
Pages (from-to)
724-736
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Abstract

Pore pressure and its relationship with fracture net pressure has been reported qualitatively from both field and experimental observations. From a modeling perspective, the ubiquitously used pseudo 3D (P3D) models that are based on linear elastic fracture mechanics (LEFM) do not include the effect of reservoir depletion (or overpressure). Models that utilize effective stress as propagation criteria with a cohesive zone description, introduce the pore pressure directly into the simulation and hence can potentially capture the effect of pore pressure on fracture propagation. This work investigates the effect of pore pressure on hydraulic fracturing net pressure and geometry using empirical and numerical simulation approaches. We carried out an analysis of more than 400 datafrac injections spanning a wide range of geological ages and depositional environments in order to investigate the relationship between observed net pressure and reservoir pore pressure. The net fracture propagation pressure from the fracture treatment analysis was seen to be correlated with the effective stress in the reservoir. Fracture propagation simulations were performed using a coupled finite element – finite difference fracture simulator. The code uses a cohesive zone model (CZM) to describe fracture propagation. Four different effective stress scenarios were used to study the effect of effective stress on net pressure. The simulation results closely match the empirical relation between net pressure and effective stress as obtained from the analysis of actual frac treatment data. It is observed from the simulations that the magnitude of the effective stress also has an effect on the fracture geometry with a high effective stress leading to wider, shorter and more radial fractures. The derived empirical correlation is hence useful as a fracture design parameter. The datafrac net pressure diagnostics workflow in the pseudo 3D models can incorporate local tip pore pressure as a new pressure matching parameter. The pore pressure effect can thus explain high net pressures routinely observed in frac operations and also as a containment mechanism.