2.1. Introduction of Pumping Probe
WFT is one of the most direct and effective methods to confirm reservoir fluid properties and evaluate reservoirs in oil field exploration operations, playing an increasingly important role [
11]. The Enhanced Formation Dynamic Tester (EFDT) is a modular, pump-extraction WFT instrument [
12], designed for exploration and evaluation wells to accomplish formation fluid sampling tasks. It provides various probe options for sampling operations, allowing for the construction of different probe combinations to establish a connection between the internal pipeline of the formation tester and the formation fluid. This facilitates pump-extraction sampling and pressure measurement, hydrocarbon purity calculation, as well as analysis of reservoir fluid properties, fluid interfaces, and reservoir properties [
13]. Therefore, under the same instrument configuration conditions, the efficiency of pump-extracted sampling varies depending on the shape and distribution of the probes [
14]. This study mainly focuses on probes such as the Small Type Inlet Probe, Middle Type Inlet Probe, Ellipse Type Inlet Probe, and Large Type Inlet Probe of the EFDT. Relevant parameters are shown in
Table 1.
The standard ratio refers to the ratio of the suction area of other probes to that of the middle-type inlet probe. In addition, the 3D probe is achieved by combining a fluid sampling pump with greater efficiency. Based on the Small Type Inlet Probe, Middle Type Inlet Probe, Ellipse Type Inlet Probe, and Large Type Inlet Probe, three probes of the same type are selected to achieve the application of a 3D probe with a uniformly distributed radial orientation of 120 degrees and a combination of radial push-and-connect.
2.2. Meshing Model
Grid model generation technology serves as a link between physical and computational models for numerical simulation. Depending on whether the generated grid units have regularity, it can be divided into structured grids and unstructured grids [
15]. The quality of grid generation has a significant impact on factors such as accuracy and efficiency in subsequent numerical simulation calculations, playing a crucial role in the numerical simulation process [
16]. This paper primarily focuses on the parameters such as the length and width of the probe suction mouth used in fluid pump-extraction sampling operations during WFT. Centered around the target operation well, a method for constructing a radial grid model with variable grid step length is developed. This method provides the spatial coordinates of each grid node and the connectivity of each grid node, supporting the implementation of the numerical simulation calculation model and providing a more detailed description of the operational process.
Therefore, in the process of dividing the three-dimensional spatial grid model, to simplify the calculation formula, it is assumed that the X and Y coordinates at the position of the wellbore center are both zero. The calculation formulas for the X and Y coordinates of the vertices of the grid model along the perimeter of the wellbore are shown in equations (1) and (2).
In the above formulas, denotes the azimuthal node number, ,with being the number of azimuthal grids; denotes the radial node number, with being the number of radial grids; denotes the longitudinal node number, , with being the number of longitudinal grids; represents the azimuthal partition baseline angle; denotes the wellbore radius; represents the sequential number of the planar grid partition region; denotes the number of partitions corresponding to each region on the plane; represents the radial step length for each region; represents the modeling control radius with the wellbore as the center on the plane.
Furthermore, based on the depth D where the probe is located, assuming the baseline node number of the longitudinal direction where the probe is located is used as the reference node,
; The formula for calculating the longitudinal Z coordinate of the grid vertex with variable longitudinal step length is as follows:
In equations (5),
To construct grid nodes downward and achieve the calculation of the longitudinal Z coordinate of grid vertices with variable longitudinal step length, the formula is as follows:
In equations (6),
In the above formulas, represents the depth of the probe operation, denotes the reference grid thickness centered around the depth of the probe operation, represents the depth of the top of the target reservoir, and represents the depth of the bottom of the target reservoir. Based on the grid partitioning methods described above, both fixed-step and variable-step grid models are constructed, and the computed results are as follows:
In
Figure 1,
,
,
,
,
,
,
. In
Figure 2,
,
,
,
,
,
,
.
Through the analysis of the two cases above, it is evident that the total number of grids generated by the grid model shown in
Figure 1 is 9*30*37, while the total number of grids generated by the grid model shown in
Figure 2 is 9*30*15. Compared to the fixed-step grid partitioning method, by controlling the relevant parameters of the variable step, not only can the control of local grid volume be achieved, but also the total number of grid model nodes can be reduced more effectively for subsequent numerical simulation calculations, thereby improving computational efficiency. Through controlling the step length of the planar partition area, overlaying longitudinal step parameters, and controlling the width of the probe suction mouth, it is more convenient to establish a three-dimensional wellbore reservoir grid model considering information such as the probe suction area, wellbore radius, and mud invasion range.
2.3. Numerical Simulation Model
In the field of fluid mechanics, finite difference, finite element, and finite volume methods are commonly used numerical techniques for solving partial differential equations [
17]. The basic principle of the finite volume method (FVM) is to discretize the computational domain of the physical phenomenon described by the differential equations into discrete finite volume elements. Then, the integral of properties such as energy and mass is performed over each volume element to construct a discrete system of algebraic equations. The numerical solution is obtained by solving this system of equations [
18]. FVM directly discretizes integral forms of conservation equations in physical space, making it suitable for arbitrary grid forms. One significant advantage is its connection to the concept of conservation, automatically satisfying the discretization with conservatively. Therefore, in the context of numerical simulation of fluid sampling in wireline formation testing, considering the heterogeneity of reservoirs around the well, centimeter-scale grid resolution, and irregular grid models, the integral equation for mass conservation is formulated as follows:
In these equations, represents the surface flux integral over the control volume, represents the volume integral of the source/sink terms, and represents the volume integral of the mass increment within the control volume.
To better understand the seepage during the pump extraction process, this study makes the following assumptions regarding the seepage of fluid into the probe during the wireline formation testing fluid sampling process, focusing on three main stages: pure water phase, oil-water mixed phase, and near-pure oil phase:
(a)Three-Dimensional Two-Phase Black Oil Model: In this model, the invading formation mud and formation water are collectively referred to as the water phase, while the formation oil is the hydrocarbon phase. The two phases are immiscible and do not undergo chemical reactions.
(b)Consideration of Various Factors: This includes the heterogeneity of the reservoir in both the horizontal and vertical planes, capillary pressure, gravity effects, rock compressibility, and fluid compressibility.
(c)Boundary Conditions: The invading mud around the wellbore is water-based, and the initial invasion is an editable known condition. The outer boundary condition of the reservoir is a constant pressure boundary, while the inner boundary condition of the probe fluid sampling model is a constant liquid operation.
Using the finite volume method for spatial discretization and the backward Euler method for temporal discretization, the mass conservation discretized control equation with pressure as the solving parameter is formulated as follows:
In the above equation: is the transmissibility between the connected grid blocks, , ; is the contact area of the current grid block in different connected directions; is the distance from the center of the current grid block to different contact surfaces; is the effective thickness ratio; is the permeability; is the probe area ratio coefficient, where for grid blocks not in contact with the probe inlet, and for grid blocks in contact. is the probe inlet area, is the contact area of the grid block in operation; is the time-step coefficient; are the indices of grid blocks with a connection relationship; is the total number of grid connections for the current grid block ; ,, is the relative permeability of the hydrocarbon phase; is the relative permeability of the water phase; is the density of the hydrocarbon phase fluid; is the density of the water phase fluid; is the viscosity of the hydrocarbon phase fluid; is the viscosity of the water phase fluid; is the porosity; is the pressure; is the grid block volume; is the compressibility of the hydrocarbon phase fluid; is the compressibility of the water phase fluid; is the comprehensive compressibility; is the depth difference between grid blocks; is the iterative time step size; is the gravitational acceleration; is the total sampling fluid rate at the probe, with in the pressure equation for grid blocks not in contact with the probe.
The water phase saturation model for solving the above equation is given by:
Where, is the water phase saturation and is the hydrocarbon phase saturation.
Other major auxiliary equations include:
Relative permeability model:
Capillary pressure model:
Mud invasion into the formation:
The effective thickness ratio of the formation:
The porosity of the formation:
The permeability of the formation:
Where, is the capillary pressure, is the hydrocarbon phase pressure, is the water phase pressure, is the effective thickness ratio, and is the porosity.
The main advantage of the finite volume method is its good adaptability to irregular and complex seepage simulation calculations, as well as its ability to handle complex physical phenomena such as phase change and multiphase flow occurring within the computational domain. Firstly, the computational domain can be divided into several non-overlapping control volumes or flow cells. Secondly, the mass conservation equations for each control volume or flow cell are discretized. Finally, using the discretized forms of the equations obtained, in conjunction with matrix solution methods, the numerical solution of the discretized equations for reservoir water saturation and formation pressure distribution during the fluid sampling operation process is computed.
2.4. Target Parameter Calculation Model
The calculation of hydrocarbon content during the wireline formation testing process while drilling plays a crucial role in reservoir analysis, productivity assessment, and implementation of operational measures. Therefore, to obtain the hydrocarbon content and flow pressure during the wireline formation testing process while drilling, considering factors such as skin factor, probe-to-grid contact area ratio coefficient, this paper integrates the pump rate. Based on spherical flow, the model for calculating flow pressure and hydrocarbon content at the probe inlet is constructed as follows:
The calculation model for hydrocarbon content in the fluid at the probe inlet:
The calculation model for the flow pressure at the probe inlet:
The
solution model is as follows:
Where, represents the water phase fluid content ratio; represents the hydrocarbon phase fluid content ratio; is the flow rate of the water phase fluid; is the flow rate of the hydrocarbon phase fluid; is the flowing pressure at the probe inlet; is the comprehensive characterization coefficient; is the wellbore radius; is the effective fluid supply radius of the wellbore; is the probe skin factor, which is dimensionless.
2.5. Solving Matrix Equation
The calculation of hydrocarbon content during the wireline formation testing process while drilling plays a crucial role in reservoir analysis, productivity assessment, and implementation of operational measures. Therefore, to obtain the hydrocarbon content and flow pressure during the wireline formation test
The Stabilized BiConjugate Gradient (SBiCG) method is an iterative technique used to solve linear systems of equations with asymmetric matrices (Ax=b). In comparison to the conventional BiConjugate Gradient (BiCG) method, SBiCG introduces additional step parameters and a modified inverse preconditioner, leading to faster convergence rates and improved numerical stability [
19]. Therefore, this paper primarily adopts the matrix pre-processing SBiCG solution method based on incomplete LU decomposition for solving pressure equations and saturation. The main steps of the solution process are outlined as shown in
Figure 3.
The basic idea of the SBiCG iterative method is to maintain the orthogonality of vectors during the iteration process while using appropriate step parameters to enhance the convergence speed. This method first computes two conjugate directions and then uses them to generate two new search directions. These directions remain orthogonal to previous search directions, and new iterative solutions are generated using step parameters.
It also employs a modified inverse preconditioner. The modified inverse preconditioner utilizes an additional step parameter to balance the effects of preconditioning and incomplete LU decomposition. This helps prevent the accumulation of rounding errors in the preconditioner during the iteration process and aids in maintaining the orthogonality of search directions.
In the numerical simulation model solving process, SBiCG is an efficient method for solving asymmetric matrix linear systems of equations. It can maintain the orthogonality of search directions while achieving good numerical stability and rapid convergence speed. By characterizing the fluid seepage characteristics of the grid model and utilizing the computed pressure field values at each time step, combined with equations (9) and (10) mentioned above, the calculation of reservoir water and hydrocarbon saturation distributions can be further completed. Through calculation models such as phase permeability, hydrocarbon content, and flow pressure, the calculation of hydrocarbon phase fluid proportion and pressure is accomplished, providing important technical support for the design of WFT fluid sampling operations, process optimization analysis, and indicator prediction during drilling operations.
2.6. Model Analysis
To analyze the computational effectiveness of the WFT fluid sampling process numerical simulation model, numerical simulations were performed considering the pump-extraction sampling process of an elliptical probe with water-based drilling fluid invading the reservoir. A comprehensive analysis of the method's applicability was conducted by fitting and comparing the simulation results with measured data. The relevant basic parameters are shown in
Table 2 and
Table 3, and the experimental data for the relative permeability curves are presented in
Table 4.
By considering the starting depth of 3286.8m and the ending depth of 3287.8m, with the probe located at a depth of 3286.9m, the grid longitudinal thickness is set to 0.026m and the longitudinal overlapping step is 0.005m. The planar modeling radius is 3m, with 37 radial grid divisions. The plane is divided into three regions with boundaries at 0.55m, 1.15m, and 3m, with division counts of 5, 3, and 5, respectively. The grid model construction is shown in
Figure 4.
Based on the known water-based mud invasion depth of 0.85m, by fitting the actual measured hydrocarbon phase fluid proportion and pressure with the computed results, the initial distribution of water phase saturation within the invasion range is set as shown in the
Figure 5 below.
The numerical simulation results compared with historical measured results are shown in
Figure 6 and
Figure 7.
In this calculation process, the water phase compressibility is 0.000015 1/bar, and the hydrocarbon phase compressibility is 0.000144 1/bar. The probe operating depth is 3286.9 meters, and the total operating duration is 7880 seconds. The actual fluid sampling speed for the first 200 seconds averages 0.1 cc/s, and from 200 seconds onward, it is 4.38 cc/s. The monitored pressure difference at the end of the actual operation is 1154.82 psi, with the hydrocarbon breakthrough time observed at 3400 seconds. Compared with the calculation results, the average fitting rate for the hydrocarbon fluid proportion is 98.5%, the average fitting rate for the pressure curve is 98.67%, and the final simulated operation production pressure difference is 1133.05 psi, with a fitting rate of 98.11%.
Therefore, it is evident from the results that a satisfactory computational performance has been achieved. This analysis holds significant guidance for activities such as analyzing the factors affecting WFT pump extraction, predicting hydrocarbon content, selecting probes, and optimizing pump extraction operations in drilling processes.