Fully Coupled THMC Modeling of Wellbore Stability with Thermal and Solute Convection Considered

2010 ◽  
Vol 84 (3) ◽  
pp. 773-798 ◽  
Author(s):  
Shunde Yin ◽  
Brian F. Towler ◽  
Maurice B. Dusseault ◽  
Leo Rothenburg
SPE Journal ◽  
2019 ◽  
Vol 25 (03) ◽  
pp. 1462-1488 ◽  
Author(s):  
Meng Meng ◽  
Stefan Z. Miska ◽  
Mengjiao Yu ◽  
Evren M. Ozbayoglu

Summary Loadings acting on a wellbore are more realistically regarded as dynamic rather than static, and the wellbore response under dynamic loading can be different from that under static loading. Under dynamic loading, the inertia term should be considered and the changing rate of loading could induce a change in the mechanical properties of the wellbore, which might compromise wellbore stability and integrity. In this paper, a fully coupled poroelastodynamic model is proposed to study wellbore behavior. This model not only considers fully coupled deformation/diffusion effects, but also includes both solid and fluid inertia terms. The implicit finite-difference method was applied to solve the governing equations, which allows this model to handle all kinds of dynamic loading conditions. After modifying the existing code only slightly, our numerical solution can neglect inertia terms. The numerical results were validated by comparing them to the analytical solution with a simulated sinusoidal boundary condition. To understand this model better, a sensitivity analysis was performed, and the influence of inertia terms was investigated. After that, the model was applied to analyze wellbore stability under tripping operations. The results show that the inertial effect is insignificant for tripping and a fully coupled, quasistatic model is recommended for wellbore stability under tripping operations. The fully coupled poroelastodynamic model should be used for rapid dynamic loading conditions, such as earthquakes and perforations.


2016 ◽  
Vol 10 (4) ◽  
pp. 437-454
Author(s):  
Xiaohua Zhu ◽  
Weiji Liu ◽  
Hualin Zheng

2021 ◽  
Vol 4 (3) ◽  
pp. 2000251
Author(s):  
Ang Zhang ◽  
Bin Jiang ◽  
Zhipeng Guo ◽  
Jinglian Du ◽  
Qigui Wang ◽  
...  

2017 ◽  
Vol 14 (2) ◽  
pp. 380-396 ◽  
Author(s):  
Wenke Cao ◽  
Jingen Deng ◽  
Baohua Yu ◽  
Wei Liu ◽  
Qiang Tan

SPE Journal ◽  
2006 ◽  
Vol 11 (01) ◽  
pp. 132-140 ◽  
Author(s):  
Rick H. Dean ◽  
Xiuli Gai ◽  
Charles M. Stone ◽  
Susan E. Minkoff

Summary This paper compares three techniques for coupling multiphase porous flow and geomechanics. Sample simulations are presented to highlight the similarities and differences in the techniques. One technique uses an explicit algorithm to couple porous flow and displacements in which flow calculations are performed every timestep and displacements are calculated only during selected timesteps. A second technique uses an iteratively coupled algorithm in which flow calculations and displacement calculations are performed sequentially for the nonlinear iterations during each timestep. The third technique uses a fully coupled approach in which the program's linear solver must solve simultaneously for fluid flow variables and displacement variables. The techniques for coupling porous flow with displacements are described and comparison problems are presented for single-phase and three-phase flow problems involving poroelastic deformations. All problems in this paper are described in detail, so the results presented here may be used for comparison with other geomechanical/porous-flow simulators. Introduction Many applications in the petroleum industry require both an understanding of the porous flow of reservoir fluids and an understanding of reservoir stresses and displacements. Examples of such processes include subsidence, compaction drive, wellbore stability, sand production, cavity generation, high-pressure breakdown, well surging, thermal fracturing, fault activation, and reservoir failure involving pore collapse or solids disposal. It would be useful to compare porous flow/geomechanics techniques for all of these processes, because some of these processes involve a stronger coupling between porous flow and geomechanics than others. However, this paper looks at a subset of these processes and compares three coupling techniques for problems involving subsidence and compaction drive. All of the sample problems presented in this paper assume that the reservoir absolute permeabilities are constant during a run. Displacements influence fluid flow through the calculation of pore volumes, and fluid pressures enter the displacement calculations through the poroelastic constitutive equations. Several authors have presented formulations for modeling poroelastic, multiphase flow. Settari and Walters (1999) discuss the different methods that have been used to combine poroelastic calculations with porous flow calculations. They categorize these different methods of coupling poroelastic calculations with porous flow calculations as decoupled (Minkoff et al. 1999a), explicitly coupled, iteratively coupled, and fully coupled. The techniques discussed in this paper are explicitly coupled, iteratively coupled, and fully coupled.


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