Modeling reservoir temperature transients, and matching to permanent downhole gauge (PDG) data for reservoir parameter estimation

Obinna Duru

 

1.        Background and Motivation

Over the last decade, permanent download gauges (PDGs) have been used to provide a continuous source of downhole data in the form of pressure, temperature and sometimes flow rate. The tools provide access to data acquired continuously over a large period of time and containing reservoir information at a much larger radius of investigation than conventional wireline testing.

The behavior of pressure transients in reservoir and wellbore flow has been studied extensively, and applied in conventional well test analysis for reservoir description, parameter estimation for characterization and evaluation of well performance. In recent times, with convolution and deconvolution, filtering and tuning the data, conventional pressure transient analytical methods have also been applied to pressure data from permanent downhole gauges.

However, in the development of pressure transient analytical methods, it has been assumed that the temperature distributions in the reservoir and production zone are isothermal. The temperature changes associated with fluid flow had been considered to be relatively small and hence negligible for any consideration in the analysis of flow behavior of most fluids.

An analysis of temperature measurements, at a finer scale using continuous data from PDGs, has shown that the temperature of the fluids responds to changes in flow conditions in the reservoir and production zone. Generally, the flow is not isothermal when the scale of observation and resolution of the temperature data is reduced. This research is motivated by the possibility of identifying the underlying physical phenomena responsible for this temperature transient behavior and application to reservoir characterization and evaluation of well performance.

2.        Literature Review

Several authors have studied the thermodynamics of flow through porous media, especially in the context of heat convection and conduction. One of the earliest works in this regard was by Ramey (1962). He developed a model for the prediction of wellbore fluid temperature as a function of depth for injection wells. He expanded this to give the rate of heat loss from the well to the formation, assuming steady state in the wellbore and unsteady radial conduction in heat transfer to the earth.  Horne and Shinohara (1979) presented single-phase heat transmission equations for both production and injection geothermal well systems by modifying Ramey’s model. Shiu and Beggs(1980) presented another modification of Ramey’s model to predict the wellbore temperature profile for a producing well, where the temperature of fluid entering the wellbore from the reservoir is known. These wellbore models considered heat transfer as strictly convection and conduction phenomena with no internal generation in the reservoir.

Izgec et al. (2006) presented a model that applied to coupled wellbore and reservoir systems. They provided a transient wellbore temperature simulator coupled with a variable-earth-temperature scheme for predicting wellbore temperature profiles in flowing and shut-in wells.  Again, their study looked at the mechanism of heat transfer without consideration for possible heat sources and sinks such as internal generation.

Sagar, Doty and Schmidt (1991), developed a steady-state two-phase model for the wellbore temperature distribution accounting for Joule-Thomson effects due to heating/cooling caused by pressure changes within the fluid during flow. They considered Joule-Thomson effects as a possible source/sink of heat during fluid flow and applied the model to estimate heat losses in gas flow.

Valiullin et al. (2004) showed that indeed, adiabatic and Joule-Thomson effects as well as effects due to heat of phase transition (gas liberation from oil) are present during fluid flow in a hydrocarbon saturated porous medium.  They designed experiments to estimate the thermodynamic coefficients, namely the Joule-Thomson coefficient and adiabatic coefficients.

Ramazanov and Parshin (2006) went on to develop an analytical model that described the formation temperature distribution in a reservoir, while accounting for phase transitions. They solved a steady-state convective thermal flow model with constant flow rate and extended it to cases with phase changes.

Ramazanov and Nagimov (2007) presented a simple analytical model to estimate the temperature distribution in a saturated porous formation with variable bottomhole pressure.  Their investigation showed that for a single-phase fluid in a homogenous reservoir, temperature-pressure effects such as Joule-Thomson can cause the temperature in the reservoir to change significantly when reservoir pressure is changing in time.  They again solved the convective thermal transport model with variable pressure but constant flow rate.

An attempt to solve the full energy balance equation for the temperature distribution in a reservoir was made by Dawkrajai (2006) and Yoshioka (2007). Both presented equations for reservoir and wellbore heat flow and developed prediction models for the temperature and pressure. In an inversion step, they showed a means for the identification of water and gas entry into a well. Both approaches made considerations for Joule-Thomson and frictional heating effects but assumed a constant flow rate, and steady-state conditions in arriving at the solution to their models.

3.        Problem Description

Many attempts at developing interpretation method for temperature profiles in wellbore-reservoir systems have remained largely qualitative. Most of the analyses have concentrated on wellbore thermal exchanges due to conduction and convection, assuming that the produced fluid enters the wellbore at the geothermal temperature (Maubeuge, 1994). Others have attempted the study of thermometric fields in reservoirs and porous systems, but have constrained the analyses to convective effects only in steady-state formulations. A few have considered the effects of heating or cooling of the produced fluid before it enters the wellbore due to factors like the Joule-Thomson effect, adiabatic expansion and viscous dissipation.

This work aims to solve the problem of modeling the reservoir thermometric effects, as convective, conductive and transient phenomena. The contributions of compressibility and viscous dissipation are also included.

4.        Progress to Date

Maximal correlation between temperature and flow rate

In order to proceed with the study of the physics behind the observed temperature response to changes in flow rate and pressure, a nonlinear, nonparametric regression analysis tool namely the Alternating Conditional Expectation algorithm (ACE [Breiman and Friedman, 1985]) was used to estimate the transformations that may lead to the maximal multiple correlation between the response variable (temperature in this case) and the set of predictor variables (pressure, rate and time).  These transformations are useful in establishing the existence of a functional relationship between the response and predictor variables.

Using a field data set obtained from PDGs, the ACE method was applied to the pressure, rate and temperature data to establish the existence or otherwise of a correlation and functional form for their relationship. Figures 1, 2, and 3, show the rate, pressure and temperature data, and Figure 4 shows the plot of the regression on the optima transformations.

          

Figure 1: Rate data                                                                                                                             Figure 2: Pressure data

 

  

              Figure 2: Temperature data                                                                                                             Figure 4: ACE regression

 

The optimal transformation functions showed a correlation coefficient of 0.99. The nature of the forms of the optimal transformations also showed that a functional relationship form may exist between the temperature, and rate and pressure and this functional form can be extracted from any representative data set.

Integrated modeling of coupled reservoir and wellbore thermal system

PDGs are usually located some hundreds of feet above the perforation/production zone of a reservoir. The PDG placement constraint is one that is imposed by the design of the completions, and the optimal location for pressure and temperature data management would be a position as close enough to the perforation as possible, to give data that are comparable with their sandface values.

The approach adopted in the formulation of the physical model describing the behavior of the temperature distribution involved a coupling of a wellbore thermal model to a reservoir thermal transient model.

Wellbore temperature transient model

The wellbore model used here followed the dynamic model developed by Izgec, et al. (2006). The solution to the model was modified to account for heat transfer at shut-in times when flow rate is zero and heat transfer in the wellbore is only by conduction into the formation.

Reservoir temperature transient model (reservoir thermometry)

Theory:

The thermodynamics of fluid flow in porous media has been studied over the years.  Bejan (2004) presented a comprehensive thermodynamic approach to obtaining a representative model. He allowed considerations for spatial and temporal reservoir temperature distribution in the physical modeling step.

In a flowing well, the pressure and flow rate measurements by PDGs are not constant. For gauges placed close enough to the sandface area, these changes reflect the dynamics of the flow in the reservoir.  These flow dynamics cause a temperature field to evolve in the reservoir, driven by thermodynamic effects such as the Joule-Thomson heating (or cooling), adiabatic expansion, and heat of phase transitions. Other effects namely the viscous dissipation, equal to the mechanical power needed to extrude the viscous fluid through the pore, as well as frictional heating between the fluid and rock matrix during the fluid flow are also factors that contribute to  the evolution of a nonuniform temperature field.

Joule-Thomson effect and viscous dissipation: The Joule-Thomson effect is the change in the temperature of a fluid due to expansion or compression of the fluid in a flow process involving no heat transfer or work (constant enthalpy).  This effect is usually due to a combination of the effects of compressibility and viscous dissipation. The Joule-Thomson effect due to the expansion of oil in a reservoir or wellbore results in the heating of the fluid because of the value of the Joule-Thomson coefficient of oil – it is negative for oil and positive and more prominent in gas.

Combined with other factors, on expansion of the fluid and subsequently flow of liquid oil and/or water out of the reservoir, the wellbore and near wellbore areas in the reservoir become heated above the normal static reservoir temperature. By convection, diffusion and further generation of heat due to these effects, the nonuniform temperature spreads into the reservoir, increasing the temperature deeper into the reservoir. Conversely, during no-flow conditions (shut-ins), the regions already heated lose heat to the surrounding formation through diffusion and result in a temperature decline at a rate determined by the thermal diffusivity of the medium.

The model

Performing an energy balance through a control volume element, as well as establishing the attending mass conservation and flow equations, the following advection-diffusion forms of a thermal model for porous media can be derived (Bejan, 2004).

Single-phase formulation

The thermal model in a one-dimensional radial symmetric coordinate system with a single well takes the form:

             (1.1)

 

 

On rearrangement and assuming negligible gravity effects, this becomes

                                                                                         (1.2)

 

The mass balance equation yields:

                                                                                                                                  (1.3)

 

The Darcy flow equation also yields:

                                                                                                                                                         (1.4)

 

Where:

 

.

 

 

 

 

Equations 1.1, 1.2 and 1.3 form the governing equations for one-dimensional thermal transport in a homogenous porous medium. The assumptions made in deriving the equations were:

·         The medium is homogenous, such that the solid and fluid permeating the pores are evenly distributed throughout the porous medium.

·         The medium is isotropic such that permeability, k and thermal conductivitydo not depend on the direction of the experiment.

·         At any point in the porous medium, the solid matrix is in thermal equilibrium with the fluid in the pores.

·         Darcy law applies.

 

Two-phase formulation (oil and water)

The assumptions for the two-phase formulation are similar to the assumptions made in the single phase case, with the addition of negligible capillary effects.

The thermal model in one-dimensional radial coordinate system for the two-phase system becomes:

 

                               (1.5)

 

 

On rearrangement and with negligible gravity and capillary effects,, this becomes

                                                                               (1.6)

 

The mass balance equation yields:

                                                                                                                          (                1.7)

 

The Darcy flow equation also yields:

                                                                                                                                                  (1.8)

Where:

 

 

 

 

 

Equations 1.2 and 1.6 are advection-diffusion equations that are difficult to solve analytically. Numerical methods also have issues with stability due in part to the nature of the model – a combination of hyperbolic convective transport and parabolic diffusion transport models.

In order to see the behavior of the model with changing model parameters, a semi-analytical solution was constructed using the method of Operator Splitting and Time Stepping (OSTS), developed for the solution of contaminant transport in ground water hydrology.

 

Operator splitting and Adaptive Time Stepping (OSTS) approach

Kacur (2002) and Remesikova (2003) described methods of solving the convection-diffusion problem using the operator splitting approach. The operator splitting method breaks the model into two different parts, the transport and diffusion parts. Then, at each time step, the nonlinear transport part and the nonlinear diffusion part are solved separately. Holden et al. (2000) showed the theoretical basis for this technique.

Kacur (2002) showed a precise way of solving the following type of problems:

                                                                                                 (1.9)

 

With boundary and initial conditions:

                                                                                                                                     (1.10)

                                                                                                                                                 (1.11)

 

First, the transport part is solved, which presents a hyperbolic problem of the form:

                                                                                                             (1.12)

 

With boundary condition of the form in Equation (1.10,) and initial condition of the form:

                                                                                                                                                   (1.13)

 

Then the solution obtained is denoted as . Thereafter, the diffusion part is solved, which is of the form:

                                                                                     (1.14)

 

With the same boundary condition and but  initial condition given by the solution of the convective part  -

                                                                                                                                                  (1.15)

Finally the solution is put as:

                                                                                                                                                       (1.16)

 

which is the solution of Equation (1.14). This is continued until the solution at the last time step is obtained, which becomes the final solution of the model.

 

Solution of the thermal advection-diffusion model by Operator Splitting and Adaptive Time Stepping (OSATS)

The OSATS approach was used to solve the thermal model Equations 1.2 and 1.6.  The methodology adopted was:

·         Decouple the model into two parts: the convection transport part and the diffusion part.

·         At each time step, first solve the hyperbolic convection transport part, accounting for variable flow rate, as well as heat generation due to viscous dissipation, frictional and Joule-Thomson effects.

·         Then  solve the diffusion part at the same time step, adaptively modifying the time step to ensure stability if solution is numerical.

·         Continue until the last time step.

 

Solution of the Single-Phase Formulation by OSATS

Assumptions:

·         Constant fluid Joule-Thomson and adiabatic expansion coefficient, thermal conductivity

·         Constant fluid viscosity and formation porosity

·         Negligible gravity effects

 

A.            Solution of the transport problem:

The convection equation with its initial condition becomes:

                                                                                                                  (1.17)

                                                                                                                                              (1.18)

 

Using the method of characteristics, the solution yields:

                                                                                                                              (1.19)

Such that for constant rate,

                                                                                                                                     (1.20)

 

Another form of Equation 1.20 starts by solving the pressure equation, and using the Darcy equation to replace velocity in Equation 1.19. If the total compressibility of the porous medium is considered negligible, then the pressure equation reduces to:

                                                                                                                                                   (1.21)

 

With boundary conditions:

                                                                                                                                              (1.22)

 

Where

This yields:

                                                                                                              (1.23)

And