Reservoir Simulation Using an Adaptive Implicit Method

1983 ◽  
Vol 23 (05) ◽  
pp. 759-768 ◽  
Author(s):  
G.W. Thomas ◽  
D.H. Thurnau

Abstract This paper deals with a new implicit method for reservoir simulation. Rather than provide a fixed degree of implicitness in every grid block at every time step or iteration, the adaptive implicit method operates with different levels of implicitness in adjacent grid blocks. These levels shift in space and tithe as needed to maintain stability. Shifting is accomplished automatically without user intervention. The technique can he applied to any simulation problem involving N unknowns. The advantage is substantial reduction in computing time and storage requirements compared to fully implicit formulations, while still yielding unconditionally stable solutions. The mathematical procedure involves labeling the impplicit/explicit mix of unknowns and then composing the matrix problem. The latter is reducible as long, as there is one or more unknowns to be computed explicitly; consequently, appropriate operations are performed to put it in reduced form. This leads to matrix equations of lower order than the original problem that are solved at less cost. We demonstrate each step of the mathematical procedure with an example. procedure with an example. Finally, applications to a three-phase coning problem and a three-dimensional (3D) Cartesian problem are presented. By using special displays we demonstrate the presented. By using special displays we demonstrate the degrees of implicitness in each cell and how they shift in space and time during simulation. We also present information regarding the savings in computer time and storage compared with a fixed, fully implicit procedure. Introduction With the growth of reservoir simulation technology, the tendency has been to develop simulators that offer implicit or near-fully implicit capabilities. Implicit calculation are often necessary to maintain stability when one or more of the computed variables (pressure. saturation, temperature, composition, etc.) undergoes large surges over a time step. An advantage one accrues from a highly implicit simulator, besides stability, is that large timestep sizes can be tolerated. However, this advantage is offset by larger time-truncation errors, and substantially higher processor times and storage requirements. Moreover, most commercial reservoir simulators provide only a fixed level of implicitness in every grid block at every timestep. Typically, however, only a small fraction of the total grid blocks in a reservoir model undergo rapid changes in the computed variables to justify high levels of implicitness. For example, in a well undergoing gas and water coning, rapid changes in saturation and pressure occur only in the grid blocks in the near-well region, while farther away the changes are more subdued. A fully implicit model similar to that discussed in Ref. 1 adequately handles such a situation with guaranteed stability. But obviously, some overkill is involved in those cells where the changes are modest. On the other hand, an implicit pressure explicit saturation (IMPES) treatment of such a problem can result in serious underkill and instability in the blocks near the wellbore, unless the simulator is especially modified. The overkill problem cited above is substantially worse in large global reservoir simulations where one or more intervening grid blocks separate the well blocks. SPEJ P. 759

1982 ◽  
Vol 22 (05) ◽  
pp. 658-668 ◽  
Author(s):  
A. Behie ◽  
P.K.W. Vinsome

Abstract This paper describes the development of iterative methods suitable for the block-structured Jacobian matrices that occur in multiphase reservoir simulation. Most iterative methods consist of an approximate factorization followed by an acceleration procedure. The acceleration procedure used here is ORTHOMIN1. Four factorization methods have been investigated that, when coupled with ORTHOMIN, provide four possible iterative algorithms. The first three factorization methods differ only in the number of bands included in the approximate decomposition. The fourth factorization is the most involved and the most powerful of the four methods. It is intended to be used on the equations that occur in thermal simulation, which previously have been considered difficult to solve iteratively. Several examples illustrating the use of the iterative algorithms are described. The algorithms described here are compared with several others on the basis of theoretical work and storage. Introduction The objective of this work was to provide an iterative method that was powerful enough to solve the highly nonsymmetric matrices that occur in thermal reservoir simulation. Four methods have been programmed and tested. They are described in order of increasing complexity in the following sections. Even the least powerful of these methods, Dupont-Kendall-Rachford (DKR), is capable of solving the matrices arising from steamdrive simulation.


2021 ◽  
Vol 48 (3) ◽  
Author(s):  
Ali Ruhs¸en C¸ ETE ◽  

In this paper, a fast implicit iteration scheme called the alternating cell directions implicit (ACDI) method is combined with the approximate factorization scheme. The use of fast implicit iteration methods with unstructured grids is hardly. The proposed method allows fast implicit formulations to be used in unstructured meshes, revealing the advantages of fast implicit schemes in unstructured meshes. Fast implicit schemes used in structured meshes have evolved considerably and are much more accurate and robust, and are faster than explicit schemes. It is a crucial novel development that such developed schemes can be applied to unstructured schemes. In steady incompressible potential flow, the convergence character of the scheme is compared with the Runge-Kutta order 4 (RK4), Laasonen, point Gauss–Seidel iteration, old version ACDI, and line Gauss–Seidel iteration methods. The scheme behaves like an approximation of the fully implicit method (Laasonen) up to an optimum pseudo-time-step size. This is a highly anticipated result because the approximate factorization method is an approach to a fully implicit formulation. The results of the numerical study are compared with other fast implicit methods (e.g., the point and line Gauss–Seidel methods), the RK4 method, which is an explicit scheme, and the Laasonen method, which is a fully implicit scheme. The study increased the accuracy of the ACDI method. Thus, the new ACDI method is faster in unstructured grids than other methods and can be used for any mesh construction.


1970 ◽  
Vol 10 (03) ◽  
pp. 257-267 ◽  
Author(s):  
A. Spivak ◽  
K.H. Coats

Abstract This paper describes the use of a multiphase, multidimensional mathematical model to predict two- and three-phase coning behavior. Severe computational instability in the form of saturation oscillations in grid blocks near the wellbore is commonly encountered in the mathematical simulation of coning. This instability is due to the explicit (dated at the beginning of a time step and held constant for that time step) handling of saturation - dependent transmissibilities and production terms in the finite-difference solution of production terms in the finite-difference solution of the flow equations. An analysis of stability with respect to explicit handling of saturation-dependent transmissibilities is presented in this paper. This analysis shows why explicit transmissibilities can result in a severe time-step restriction for coning simulation. The use of implicit production terms in the difference equations to reduce instabilities is discussed and examples are given. These examples show that the implicit handling of production terms alone can result in a fivefold increase and permissible time step for a coning simulation with virtually no increase in computing time per time step. A laboratory water-coning experiment was simulated and excellent agreement was obtained between computed and observed results. A three-phase coning example for a gravity-segregation reservoir is also presented. Introduction Simulation of coning behavior is normally done by numerically solving the flow equations expressed in cylindrical (r, z, theta) coordinates with symmetry in the theta direction. The finite-difference technique of numerical solution of differential equations requires that the portion of the reservoir being simulated be divided into grid blocks as shown in Fig. 1. Since coning is a well phenomenon and not a gross reservoir phenomenon, the grid blocks must necessarily be relatively small in the vicinity of the wellbore because both pressures and saturations vary rapidly in this region. Severe computational instability is commonly encountered in the simulation of coning due to the relatively small grid-block sizes and high flow velocities in the vicinity of the wellbore. During a time step that would be considered normal for most reservoir simulation problems, a block near the wellbore is required to pass a volume of fluid many times its pore volume. SPEJ P. 257


Water ◽  
2020 ◽  
Vol 12 (6) ◽  
pp. 1639
Author(s):  
Abdelkrim Aharmouch ◽  
Brahim Amaziane ◽  
Mustapha El Ossmani ◽  
Khadija Talali

We present a numerical framework for efficiently simulating seawater flow in coastal aquifers using a finite volume method. The mathematical model consists of coupled and nonlinear partial differential equations. Difficulties arise from the nonlinear structure of the system and the complexity of natural fields, which results in complex aquifer geometries and heterogeneity in the hydraulic parameters. When numerically solving such a model, due to the mentioned feature, attempts to explicitly perform the time integration result in an excessively restricted stability condition on time step. An implicit method, which calculates the flow dynamics at each time step, is needed to overcome the stability problem of the time integration and mass conservation. A fully implicit finite volume scheme is developed to discretize the coupled system that allows the use of much longer time steps than explicit schemes. We have developed and implemented this scheme in a new module in the context of the open source platform DuMu X . The accuracy and effectiveness of this new module are demonstrated through numerical investigation for simulating the displacement of the sharp interface between saltwater and freshwater in groundwater flow. Lastly, numerical results of a realistic test case are presented to prove the efficiency and the performance of the method.


1972 ◽  
Vol 12 (03) ◽  
pp. 253-266 ◽  
Author(s):  
James S. Nolen ◽  
D.W. Berry

Abstract A reservoir simulation technique that employs semi-implicit approximations to relative permeabilities exhibits excellent stability and permeabilities exhibits excellent stability and convergence characteristics when applied to water- or gas-coning problems. Recent workers in this area have made a simplifying assumption in order to linearize the flow terms of the semi-implicit finite-difference equations. This paper describes a method of solving efficiently paper describes a method of solving efficiently the nonlinear form of the equations and demonstrates that time-step sensitivity is reduced by iterating on the nonlinear terms. In addition, it addresses the problem of allocating a well's production among multiple grid blocks. Example problems include both water-coning and gas-percolation applications. Introduction Multiphase reservoir simulators traditionally have employed finite-difference approximations in which relative permeabilities are evaluated explicitly at the beginning of each time step. Simulators of this type are capable of handling many reservoir studies in a perfectly satisfactory fashion, but they are incapable of solving economically problems characterized by high flow velocities. Included in this category are the studies of such phenomena as well coning and gas percolation. The difficulty in such problems is a stability limitation imposed by the use of explicit relative permeabilities. In an attempt to overcome this permeabilities. In an attempt to overcome this limitation, Blair and Weinaug developed a simulator that employed implicitly evaluated relative permeabilities. The increased stability of their permeabilities. The increased stability of their equations allowed the use of time steps much larger than previously possible, but this was counteracted by an increase in the computational work per time step and an increased difficulty in the iterative solution of the difference equations. While the net result was a significant advance in the solution of coning problems, improvements still were needed to increase the dependability and decrease the cost of obtaining solutions for such problems. More recently, two papers were published describing a method that employs semi-implicit relative permeabilities. This method is greatly superior to the fully implicit method, both in computational effort and maximum time-step size. In developing this method, the previous workers made a simplifying assumption to obtain linear finite-difference equations. We have developed a reservoir simulator based on the nonlinear form of the semi-implicit finite-difference equations. This paper describes the techniques used in the simulator and presents the results of some tests conducted with it. These include time-step sensitivity studies and tests of alternate production allocation methods. Some of these tests compare the nonlinear form of the semi-implicit method with the linear form. SPEJ P. 253


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