Research Article  Open Access
Yong Xiao, Jianchun Guo, Hehua Wang, Lize Lu, John McLennan, Mengting Chen, "Coupled THM and Matrix Stability Modeling of Hydroshearing Stimulation in a Coupled FractureMatrix Hot Volcanic System", Mathematical Problems in Engineering, vol. 2018, Article ID 3015015, 15 pages, 2018. https://doi.org/10.1155/2018/3015015
Coupled THM and Matrix Stability Modeling of Hydroshearing Stimulation in a Coupled FractureMatrix Hot Volcanic System
Abstract
A coupled thermalhydraulicmechanical (THM) model is developed to simulate the combined effect of fracture fluid flow, heat transfer from the matrix to injected fluid, and shearing dilation behaviors in a coupled fracturematrix hot volcanic reservoir system. Fluid flows in the fracture are calculated based on the cubic law. Heat transfer within the fracture involved is thermal conduction, thermal advection, and thermal dispersion; within the reservoir matrix, thermal conduction is the only mode of heat transfer. In view of the expansion of the fracture network, deformation and thermalinduced stress model are added to the matrix node’s in situ stress environment in each time step to analyze the stability of the matrix. A series of results from the coupled THM model, induced stress, and matrix stability indicate that thermalinduced aperture plays a dominant role near the injection well to enhance the conductivity of the fracture. Away from the injection well, the conductivity of the fracture is contributed by shear dilation. The induced stress has the maximum value at the injection point; the deformationinduced stress has large value with smaller affected range; on the contrary, thermalinduced stress has small value with larger affected range. Matrix stability simulation results indicate that the stability of the matrix nodes may be destroyed; this mechanism is helpful to create complex fracture networks.
1. Introduction
With the increase of energy consumption, the exploration and development of oil and gas has gradually shifted from the conventional to unconventional reservoir, such as volcanic reservoirs [1, 2]. The volcanic reservoir has the characteristics of high temperature gradient and rock mechanical strength, and natural fractures are an important indicator of economic viability. The most important consideration for oil and gas or geothermal energy development in volcanic reservoirs is the use of hydraulic stimulation technology to establish a fracture network to effectively conduct fluid between injection and production wells [3–7]. In hydraulic fracturing associated with oil & gas or enhanced geothermal energy extraction, significant differences in surface pumping pressure and the injectivity index are common, even in the same field, as shown in Table 1.

The purpose of fracturing is to improve the conductivity of natural fractures and possibly extend or develop new fractures [4–8]. As Table 1 indicates, hydraulic fracturing can include extreme (high or low) injection pressure and often there are relatively low injection rates with large total injected volumes. Researchers [9, 10] found that two factors contributed to the difficultly of hydraulic stimulation: with the propensity for reactivation of existing faults, and extension or shearing of natural fractures, hydraulic stimulation in volcanic reservoirs is sometimes referred to as hydroshearing; these stimulation behaviors encompassed in thermalhydraulicmechanical (THM) or thermalhydraulicchemical (THC), such as shear dilation and thermomechanical aperture closure.
The injected water flow pattern of the volcanic reservoir is mainly controlled by the network of preexisting and induced natural fractures and is affected by changes in conductivity resulting from heat transfer, shear dilation, and chemical processes. Many detailed studies of the precipitation/dissolution processes and their impact on fracture aperture variation in fractured volcanic reservoirs can be found in the literature [11–13]. The results show, in shortterm hydroshearing fracturing, the effect of chemical action on the aperture change is smaller than thermal and mechanical processes, so it can be neglected. Therefore, when employing hydroshearing in the volcanic reservoir, aperture changes due to shear dilation and thermal stress result in the decrease of net pressure and growth of contract area between fracture planes, and this in turn affects fluid flows, heat transfer, and shear behaviors [14, 15]. To explain these behaviors, the authors built a modeling structure that couples thermal, hydraulic, and mechanical effects (THM) and apply this simulator to a hot granite reservoir to examine the importance of this coupling.
Because of the complexities of the numerical modeling, deformation and thermalinduced stress are often neglected and the matrix nodes assume stability and no secondary fractures form [16]. This paper describes a displacement discontinuity method [17] to solve the deformationinduced stress. The fracture is considered as a displacement discontinuity over a finitelength segment, which is treated as the inner boundary condition of the problem [18, 19]. After the given induced stress, the new stress state of the matrix nodes can be updated. The new stress state consists of three parts: initial stress, deformationinduced stress, and thermalinduced stress. The new stress state will affect the stability of the rock matrix and help to create complex fracture networks.
2. Physical System and Governing Equations
The hot and fractured volcanic oil & gas reservoir is always considered nonpermeability, and natural fractures within the matrix are the channels for fluid flow and heat exchange. Based on the simple principle of reducing the extremely complex system to an idealized one, an idealized system for integrating hot matrix and natural fracture is established to study the fracture deformation and their induced stress. The geometry of the conceptually idealized model corresponding to a fracturematrix coupled system is shown in Figure 1. The upstream boundary along the fracture axis represents the injection well (inlet), and the downstream boundary is the production well (outlet).
2.1. Fracture Fluid Flow Model and Heat Transfer
2.1.1. Fracture Fluid Flow Model
It is assumed that the fracture aperture varies in space and time, and the interface of the fracture does not leakoff so fluid flows along the natural fracture. The fracture is assumed to correspond to a parallelplate system, and the laminar flow is valid. Without considering the slip effect, the velocity is integrated in the fracture cross section [20]. For this fracture system, the momentum balance indicates that the average flow velocity per unit length is proportional to the pressure gradient. The fracture fluid flow model is
where u is the average velocity in the fracture per unit length, is the average aperture or width of the fracture unit length, is the viscosity of the injected fluid which is assumed to be a static value, P(x,0,t) is the fluid pressure within the fracture (y=0), x is the position, and t is the time. Assuming that there is no leakoff and the injected fluid is incompressible, according to the continuity equation, fluid discharge and changes per unit height can be written as
where q(x, t) is the volume flow. The fracture deformation and heat transfer are based on the balance of energy and mass, respectively. The flow equations will be coupled with the fracture constitutive model and thermalinduced aperture change model.
2.1.2. Heat Transfer Equations
Temperature differences drive the heat transfer between the hot reservoir matrix and injected cold water. The main mechanisms involved are thermal conduction, thermal advection, and thermal dispersion within the fracture, conductionlimited thermal transport from the reservoir matrix to the fracture. Within the reservoir matrix, thermal conduction is the only mode of heat transfer [20].
The following general assumptions are used in this simulation for calculating the fracture’s temperature profile in each time step: specific heat capacities of the matrix and injected water are not functions of temperature (in other words, they are static parameters); there is no fluid leakoff form the interface into rock matrix (i.e., pressure equilibrium exists between the fracture and the reservoir matrix). The governing equations used in this fracture and the reservoir matrix heat transfer studies are given as
where t is the time; T_{m} and T_{f} are temperature in the matrix and fracture, separately; and are rock and water density; c_{s} and c_{f} are rock and water heat capacity; K_{m,eff} is the rock thermal conductivity.
2.2. Fracture Constitutive Model and DeformationInduced Stress
2.2.1. Fracture Constitutive Model
The rough surface of a natural fracture is always undulating. During the hydroshearing stimulation, the effective normal stress of the fracture surface will continue to decrease, and the permanent shear displacement will be generated. The interface of the natural fracture will no longer completely overlap under normal stress and the dilation aperture will increase because of shear displacement, as shown in Figure 2.
In 1985, Barton [23] summarized a nonlinear peak shear strength equation that was based on the joint surface roughness coefficient and the compressive strength (as represented by JRC and JCS):
where is the internal friction angle, the angle within the brackets is called the friction angle or residual friction angle. The latter term is called the dilation angle which is closely related to the normal aperture of the fracture surface. The simplest relation between shear strain and stress before peak strength can be described in a linear equation as
where k_{s} is the shear stiffness, is shear displacement at peak strength, and L_{n} is the length of the fracture sample. Dilation is defined as a function of shear displacement and tangent of the dynamic dilation angle; the equation is shown as
where d_{n} is the dynamic dilation angle. Barton and Choubey [24] estimated the value of the mobilized dilation using the following empirically derived equation.
2.2.2. DeformationInduced Stress
The elastic displacement discontinuity method (DDM) is an indirect boundary element method to cope those problems involving pure elastic nonporous media containing discontinuous surfaces or thin fractures [17]. The elastic DDM is based on analytical solution for the infinite twodimensional homogeneous and isotropic elastic nonporous medium containing a finite small thin fracture with constant normal and shear displacement discontinuities. For an infinite elastic nonporous medium, the fractures are divided into N elemental segments with the displacement in each segment assumed to have a constant discontinuity. At any point (x, y), the influence of displacement discontinuities from all fractures in the system can be obtained by summing the effects of all N elements using the fundamental analytical solutions. The fracture length is 2a (a is the half length of fracture segment) and its center is located at (0, 0) as shown in Figure 3.
The deformationinduced stress in the field by the shear and dilation displacement of jth fracture unit is
where
where the field point must transform to the local jth fracture unit coordinate . The (x_{j}, y_{j}) is the midpoint of the jth fracture unit.
The deformationinduced stress is approximated as the sum of the all the displacement fracture unit, as shown in the following:
2.3. ThermalInduced Aperture and Stress Model
During the hydroshearing stimulation process, a large heat transfers from the reservoir matrix into the injected cold fluid. The temperature change causes thermalinduced stress and displacement within the rock and fracture. The thermalinduced stress model under the condition of the continuous heat source is deduced by using Green’s function [25]. where
The displacement of the granite matrix can be given by the following Navier equation [20]:
where G is the shear modulus, v is the Poisson’s ratio, and u_{y} is the displacement of the fracture to the normal direction. Integrating (15) from the fracture surface to infinity, the aperture change of the fracture surface is shown as
where is the temperature difference. Differentiating (16) with respect to time and using the heat expression for heat conduction in the rock matrix,
The Bodvarsson analytical solution [26] was used to avoid the numerical oscillations and uncertainty in numerically calculated heat flux at the interface.
Assuming that the initial temperature of the granite rock is and is the injection fluid temperature and is the water specific heat. Differentiating (18) with respect to y,Substitution (19) into (17) yields
where A_{1} and A_{2} are
2.4. Rock Matrix Stability Model
The induced stress will be generated through the deformation of single fracture, which will lead to redistribution of the stress state around the rock matrix. As a result, the rock matrix nodes and unconnected natural fractures may fail under the new stress environment, and the underground fracture network of hot rock is formed by the communication between the natural fractures.
Criterion of rock matrix failure is
Criterion of unconnected fracture failure is
where , are maximum and minimum horizontal stress; c is rock cohesion, MPa; is basic friction angle; is the angle between maximum horizontal stress and effective normal stress.
3. Numerical Solution and Verification
3.1. Model Parameters and Boundary Condition
The high temperature and fractured granite reservoir system is considered two sets of coupled partial differential equations for the natural fracture and the matrix. All the various input parameters used in the simulations are reported in Table 2.

The problem boundary condition of the fracture is prescribed along with the fracture direction and the rock matrix boundary is specified at the interface of the fracturematrix. The initial and boundary conditions are (24)~(26) for the rock matrix and the within natural fracture, respectively, are
3.2. Numerical Solution
In this study, the system is solved numerically using a secondorder centraldifference finitedifference scheme. The solution is iterated in each time step to satisfy the continuity at the matrixfracture interface. The grid size in the fracture is maintained uniform whereas a nonuniform size is adopted in the rock matrix; it is to be noted that all the fracture and matrix grid size does not change with time, shown as in Figure 4.
The heat transfer model is used to calculate the temperature profile through the coupling of the fracture and the matrix. The pressure distribution within the fracture is updated from the thermalinduced aperture change. The fracture deformation due to the effective pressure change will be analyzed through the fracture constitutive model. The coupling between thermal, deformation, and hydroflow is iterated at each time step. The convergence criterion for heat transfer is that the temperature difference is less than 0.01K. The convergence criterion for THM coupling is that the aperture difference is less than 0.00001mm. After the THM coupling, the new stress environment of each matrix nodes is updated from the calculation of induced stress. The stability analysis of matrix nodes is also completed. The coupling between THM, induced stress, and matrix stability is illustrated in Figure 5.
3.3. Verification
As previously described in this paper, the shear displacement and dilation behavior of a single fracture are compared with a numerical solution, as shown in Figure 6. It is to be noted that the prepeak behavior is not elastoplastic and it is simply a nonlinear (prepeak) model. The bottom of the rock is fixed in all three directions and the top displacement will be applied in one of the shear directions. In this comparative analysis, the confining normal stress is 2MPa, the joint’s roughness is 15, and the joint’s compressive strength is 150MPa, and other date has been shown in Table 2. The results indicate that the lab test and the numerical model agree very well.
During the verification of the heat transfer model, the temperature in both the rock matrix and natural fracture is a relative temperature which is defined as the ratio of current temperature to the initial reservoir temperature. The initial temperature of the matrix is 200°C and the injection water is 20°C. The water velocity between the inlet and outlet is maintained at a constant value of 50 m per day, and the other thermal parameters of the water/matrix are given in Table 2. The simulation results of the heat transfer and thermalinduced aperture for verification are shown in Figures 7 and 8. All comparative studies have shown that the numerical model and other researcher’s results are in good agreement.
4. Case Study and Matrix Stability Analysis
4.1. Hydroshearing Stimulation and Pressure Fitting
RRG9 ST1 well is located in Cassia County, southwestern Idaho. The open hole section of the well, from 5551 to 5900 ft MD, consists of granite and minor diabase. The tested initial minimum horizontal stress is 22MPa and the maximum is 32MPa [27, 28]. The hydroshearing stimulation target showed evidence of more than eighty natural fractures and the maximum temperature range from 130°C to 150°C. After cementing, a hydroshearing stimulation program was carried out in the open hole section in 2013. The objective of the fracturing program is to improve the injectivity of the well. The entire stimulation can be divided into three stages: unstable pumping stage, stable pumping stage, and efficient pumping stage. In the unstable pumping stage, the injected water temperature from high (40°C) decreased to low (12°C), as shown in Table 3.

At the beginning of the fracturing, high temperature (40°C) water was injected into the fracture. The permeability of the fracture was very low and nearly equal to the initial conductivity while the surface pumping pressure increases with the injection rate. After unstable pumping stage, the permeability of the natural fracture is greatly improved; the ground injection pressure is maintained at a constant value. The pumping pressure fitting shows that the simulation results are in good agreement with the well site fracturing date, as shown in Figure 9. The coupled THM model to represent fracture aperture change and heat transfer worked well.
4.2. Fracture Aperture and Temperature Profile
Having verified the basic coupled fracturematrix, heat transfer model, and fracture deformation equations, the total aperture change along the fracture is computed. Both models that affect the aperture change have been used in this work and the results are shown in Figure 10. It can be observed that both expressions yield similar trends at different pumping stages. Under the combined influence of thermal stress and decreasing net pressure, the fracture aperture increases with the shearing fracturing time. After 241 days of injection simulation, the change in fracture aperture in RRG9 ST1 well occurs over a short zone near the injection well (the aperture change zone is about 10m). The fracture aperture is at a maximum (0.03m) near the injection well, and this maximum aperture decreases along the fracture axis as the fluid circulation continues between the inlet and outlet wells.
The combined influence of thermal stress and decrease in net pressure induced deformation in a fracturematrix coupled system on fracture aperture is illustrated in Figure 11. Two distinct regimes in fracture aperture variation can be observed along the fracture between the inlet and outlet wells. The first regime occurs near the injection well, about 10 meters; the contribution of fracture conductivity is mainly from the thermalinduced aperture. The second regime, away from the injection well, the conductivity of the fracture is dominated by shear dilation. Therefore, the best way to enhance the conductivity of the underground hundreds of meters’ fracture area is the using of shear dilation.
The temperature profiles along the fracture axis after three different pumping stages are illustrated in Figure 12. The plot of the temperature profile is very sharp near the injection area, which indicates a large heat transfer from the reservoir into the fracture fluid. During longterm fracturing, it requires a greater distance from the injection well for the fluid to reach the matrix initial temperature. In this case, after 241 days’ injection, the temperature of the circulating fluid nearly reaches the matrix initial temperature at 20 m from the injection well. That is why the thermalinduced aperture change regime is very small. It is indirectly proved that the hot reservoir has a strong thermal energy mining capacity.
4.3. Matrix Stability and Fracture Network Expansion
After the calculation of fracture total aperture and heat transfer in each time step, the deformationinduced stress and thermalinduced stress are calculated. Figure 13 shows the deformationinduced stress in minimum and maximum horizontal stress direction. The deformationinduced minimum horizontal stress and maximum horizontal stress have a similar change trend and have the maximum positive value at the injection point. In other words, the stress state of the matrix nodes is increased. In this case, after 241 days’ injection, the maximum value of the deformationinduced stress in minimum and maximum horizontal stress direction are 35 MPa and 101 MPa, separately. The maximum value quickly reduced to a stable value in a very short range near the injection well (in this case, the affected range is about 1 meter).
(a) Minimum horizontal stress direction
(b) Maximum horizontal stress direction
The thermalinduced stress in both minimum and maximum horizontal stress directions are negative, which means that tensile stress is formed near the injection area, as shown in Figure 14. In this RRG9 ST1 well hydroshearing simulation case, after 241 days’ injection, the maximum value of the thermalinduced stress in minimum and maximum horizontal stress direction are 3 MPa and 4.5 MPa, separately. The thermalinduced stress affected range is about 2 meters. Therefore, the deformationinduced stress has a large value with a smaller affected range; on the contrary, thermalinduced stress has a small value with a larger affected range.
(a) Minimum horizontal stress direction
(b) Maximum horizontal stress direction
After the given of induced stress, the new stress state of the matrix’s nodes can be updated. The new stress state consists of three parts: initial stress, deformationinduced stress, and thermalinduced stress. The new stress state will affect the stability of the rock matrix. In other words, when the new stress state of the matrix nodes is located above the strength envelope, the stability of the matrix node will be destroyed. Figure 15 shows the relationship between the new stress state and the strength envelope of the matrix (left), the failure modes, and their position in different pumping stages (right). In this simulation case, after threestage fracturing, seven matrix nodes are located above the strength envelope. With the increase in fracturing pump time, the number of the failure nodes and the affected range also increase. This mechanism is helpful to create complex fracture networks.
5. Conclusions
A coupled THM model is developed to simulate the combined effect of fracture fluid flow, heat transfer from the matrix to injected fluid, and shearing dilation behaviors in a coupled fracturematrix hot volcanic reservoir system. In view of the expansion of the fracture network, deformation and thermalinduced stress models are added to the matrix node’s in situ stress environment in each time step to analyze the stability of the matrix.
The coupled THM modeling results indicate that, in these case conditions, the change in fracture aperture due to thermoelastic stress occurs near the injection well, thus increasing the fracture opening and playing a dominant role. Away from the injection well, the conductivity of the fracture is contributed by shear dilation. Therefore, the best way to enhance the conductivity of the underground hundreds of meters’ fracture area is the using of shear dilation.
The induced stress simulation results indicate that deformationinduced stress is a compressive stress with a positive and thermalinduced stress is tensile stress with a negative value. The induced stress has the maximum value at the injection point; the deformationinduced stress has a large value with smaller affected range; on the contrary, thermalinduced stress has a small value with larger affected range.
The new stress state of the matrix nodes is updated by initial stress, deformationinduced stress, and thermalinduced stress. The matrix stability simulation results indicate, in this case, some matrix nodes are located above the strength envelope after hydroshearing stimulation, which means the stability of the matrix node will be destroyed. This mechanism is helpful to create complex fracture networks.
Data Availability
The data used to support the findings of this study are available from the corresponding author upon request.
Conflicts of Interest
The authors declare that they have no conflicts of interest.
Acknowledgments
The authors would like to acknowledge the support of the National Science Fund for Distinguished Young Scholars (ID: 51525404) and Foundation of China Scholarship Council (File no. 201608510077).
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Copyright © 2018 Yong Xiao et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.