Abstract

Stimulation of unconsolidated formations via horizontal wells has seen its vast implementation in the recent development of heavy oil reservoir to save the time and cost of preheating the reservoir before the steam-assisted gravity drainage (SAGD) process. A mathematical approach was proposed in this research that fully couples the hydraulic, mechanical and thermal responses of unconsolidated sandstone formations and also applies failure criteria for describing either shear dilation or tensile parting mechanism that generates microcracks. The approach was implemented to predict the porothermoelastic response of a pair of SAGD wells subject to injection and subsequent micro-fracturing using hot water. It was found that the predicted bottom hole pressures (BHPs) match closely with the field observed data. An elliptical dilation zone developed around the dual wells with relatively high pore pressure, porosity, permeability and temperature, implying good interwell hydraulic communication between both wells. The activation of microcracks dramatically accelerated the dissipation of pore pressure across the entire formation depth and also facilitated heat convection in between the dual wells, though to a lesser extent. In summary, the approach provides a convenient means to assist field engineers in the optimization of injection efficiency and evaluation of interference among multiple horizontal wells.

Highlights

  • In order to account for finite boundaries and permeability evolution, numerical simulations using either the finite element or finite difference method have been developed to analyze the hydromechanical responses of unconsolidated formations (Pak and Chan 1996; Settari and Walters 2001; Lee and Ghassemi 2010; Ruan et al 2012)

  • It is worth mentioning that for the stimulation of an unconsolidated sandstone formation, the field injection rates are unlikely to trigger plastic deformation in formations buried at a depth of 450 m or deeper (Lin et al 2017a); in that case, poroelasticity suffices for the evaluation of the hydromechanical behavior of an unconsolidated formation

  • This study proposes an efficient numerical solution to the porothermoelastic response of a pair of horizontal wellbores subjected to both hot water injection and subsequent micro-fracturing in an unconsolidated sandstone formation, which is sandwiched in between impermeable mudstone barriers

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Summary

Introduction

Unconsolidated sandstone reservoirs are widely distributed over the world, bringing in specialized geomechanical treatment or development methods. McLarty et al (1993) provided an overview of the problems and techniques related to the application of horizontal wells in the drilling and completion of unconsolidated sandstone formations in the Gulf of Mexico. Rabaa Ali et al (2009a, b) applied rock mechanics methods to analyze well stability during drilling and long-term screen integrity considering in situ stress field. The permeability has been assumed as constant in deriving analytical solutions (Detournay and Cheng 1988; Abousleiman and Ekbote 2005; Abousleiman and Chen 2010) Such an assumption suffices for analyzing the poroelastic response of boreholes in formations composed of relatively stiff rock such as shale or limestone, but an evolving permeability is essential for describing the dilation behavior of weakly cemented unconsolidated formations. No research work has yet been conducted to investigate the numerical simulation about the influences of microcracks on the hydromechanical behavior of unconsolidated sandstone formations Given such a situation, this study proposes an efficient numerical solution to the porothermoelastic response of a pair of horizontal wellbores subjected to both hot water injection and subsequent micro-fracturing in an unconsolidated sandstone formation, which is sandwiched in between impermeable mudstone barriers. The solution is primarily featured by the following three characteristics: (1) the thermal, hydraulic and mechanical behavior is fully coupled. (2) The permeability evolves with deformation and temperature changes. (3) The development of micro-fracturing and its influences on the porothermoelastic responses of the formation are considered in the simulation

Governing equations for the porothermoelastic responses
Simulation of micro‐fracturing
Numerical scheme
Geotechnical and engineering background
Porothermoelastic responses of the formation
Interwell hydraulic communication
Mechanical responses at the boreholes
Findings
P well
Conclusions
Full Text
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