A New Method for Solving the Implicit Reservoir Simulation Matrix Equation

Author(s):  
J.W. Watts ◽  
J.S. Shaw
2012 ◽  
Vol 166-169 ◽  
pp. 68-72
Author(s):  
Shu Tang Liu ◽  
Qi Liang Long

A new method tracing the load-deflection equilibrium path of a truss with doubly nonlinearity is proposed. The total global stiffness matrix equation has been formulated in terms of nodal coordinates, iteration formulations has been written through adopting a single control coordinate, so that an new method tracing the load-deflection equilibrium path has been proposed. Analysis results of Star dome truss and Schwedeler dome truss have shown that the proposed method is stable numerically, quick in convergence, high in degree of accuracy and easy in use. The proposed method can be used for large-scale truss structure.


1992 ◽  
Vol 70 (2) ◽  
pp. 296-300 ◽  
Author(s):  
Susumu Narita ◽  
Tai-ichi Shibuya

A new method is proposed for obtaining a few eigenvalues and eigenvectors of a large-scale RPA-type equation. Some numerical tests are carried out to study the convergence behaviors of this method. It is found that the convergence rate is very fast and quite satisfactory. It depends strongly on the way of estimating the deviation vectors. Our proposed scheme gives a better estimation for the deviation vectors than Davidson's scheme. This scheme is applicable to the eigenvalue problems of nondiagonally dominant matrices as well. Keywords: large-scale eigenvalue problem, RPA-type equation, fast convergence.


2013 ◽  
Vol 807-809 ◽  
pp. 2188-2191
Author(s):  
Li Wang ◽  
Shao Hua Li ◽  
Jun Li

In outcrops, a fault often appears to be a geologic body with some volume which is called as a fault zone. In the geologic modeling, a fault is often characterized as a surface which cannot characterize the inner structures of the fault zone and the physical differences led by different clast fillings in the fault zone. So, a new method of fault zone modeling was applied in Weizhou oilfield, the proposed method was as follows: First, the two boundaries of a fault zone were characterized as two surfaces, and the distance between the two surfaces was decided by the extent of the fault zone, and the area between the two boundary surfaces was the fault zone. Second, fault zone could be divided into several parts which would characterize its inner structures and properties. When the fault zone is characterized as a geologic body, its inner structures and properties such as its closure can be characterized, which can provide a geologic model that is closer to the actual for the post numerical reservoir simulation.


2007 ◽  
Author(s):  
G.M. Gessel ◽  
H.B. Hales ◽  
L.L. Baxter

2014 ◽  
Vol 2014 ◽  
pp. 1-5 ◽  
Author(s):  
Fazlollah Soleymani ◽  
Mahdi Sharifi ◽  
Solat Karimi Vanani ◽  
Farhad Khaksar Haghani ◽  
Adem Kılıçman

A new iterative scheme has been constructed for finding minimal solution of a rational matrix equation of the formX+A*X-1A=I. The new method is inversion-free per computing step. The convergence of the method has been studied and tested via numerical experiments.


1981 ◽  
Vol 21 (03) ◽  
pp. 345-353 ◽  
Author(s):  
James W. Watts III

Abstract This paper describes a way of solving the reservoirsimulation pressure equation using preconditionedconjugate gradients. The preconditioning is based onan approximate inverse using a diagonal ordering ofthe difference equations. The new method has been tested and comparedwith the strongly implicit procedure (SIP) on anumber of problems in both two and threedimensions. In two dimensions, it is generally faster thanSIP; in three dimensions, it is much slower than SIPwhen SIP works well but can be many times faster than SIP when SIP works poorly. Use of the new method generally does not requirethe selection of an iteration parameter, which is asignificant advantage over SIP. Furthermore, it ismuch more reliable than SIP. In other words, it is farless likely to be unable to solve a given problem thanSIP is. Introduction An IMPES reservoir simulator calculates pressuresonce each time step. These pressures are calculatedby solving a matrix of simultaneous equations;thereis one equation for each cell in the system. Usuallythe solution of this set of equations is not difficult, consuming perhaps 30% of the total computing timefor the time step. However, in a difficult problem, the computation time required for this solution mayincrease dramatically, making the reservoirsimulation calculations very expensive. Whether or not the pressure equations can besolved by direct methods depends on the bandwidth.In two dimensions, the bandwidth is proportional tothe smallest dimension; in three dimensions, it isproportional to the product of the smallest twodimensions. When the bandwidth is small, directmethods are quite economical. Unfortunately, most large problems have largebandwidths, so iterative methods are used to solvethem. The most popular of the iterative techniques isprobably SIP. SIP works well in many problems, particularly those which have relativelyhomogeneous reservoir properties, but it works verypoorly in others. Furthermore, its performancedepends on a sequence of iteration parameters, theselection of which is easy in some problems but cantake a lot of time and effort in others. Recently, there has been significant progress madein the application of the preconditioned conjugategradient method. This method is quite fast, and itsuse does not require the selection of iterationparameters. However, a barrier exists to itsapplication to reservoir simulation problems. The conjugate gradient method applies directly only tosymmetric matrices, and the reservoir simulationmatrix of pressure equations is nonsymmetric. In thenew method, this is overcome by solving a symmetricapproximation to the matrix of pressure equations.The pressures so obtained, though only approximate, are usually within the accuracy achieved by iterativemethods. If not, they can be refined by solving thesymmetric matrix again, as necessary. This disposesof the symmetry problem, permitting the use of theconjugate gradient method. SPEJ P. 345^


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