Page 173 - Principles of Applied Reservoir Simulation 2E
P. 173

158  Principles of Applied  Reservoir Simulation


        a  much  finer  grid than can be used  in a reservoir  simulator.  For  example, a
        computer mapping program such as that described by Englund and Sparks [ 1991 ]
        or Pannatier [1996] may use a grid with a million or more cells to represent the
        reservoir, yet reservoir simulation grids are usually 100,000 blocks or less. This
        means that the reservoir representation in the computer mapping program must
        be  scaled up,  or  coarsened,  for use  in a reservoir simulator. Although many
        attempts have been made to find the most realistic process for scaling up data,
        there is no widely accepted up-scaling method in use today [for example, see
        Christie,  1996; Dogru, 2000],



                               16.2 Grid Preparation

             Reservoir grids may be designed in several different  ways. For a review
        of different types of grids, see Aziz [1993]. Definitions  of coordinate  system
        orientation vary from  one simulator to another and must be clearly defined for
        effective  use in a simulator. Reservoir grids can often  be constructed  in one-,
        two-, or three-dimensions, and in Cartesian or cylindrical coordinates. Horizontal
        ID models are used to model linear systems that do not include gravity  effects.
        Examples of horizontal ID models include core floods and linear displacement
        in a horizontal layer. Core flood modeling has a variety of applications, including
       the  determination of saturation-dependent  data  such as relative permeability
       curves,  A  dipping  ID  reservoir  is  easily  defined  in  a  model  by specifying
       structure top as a function  of distance from the origin of a grid.
             Figure  16-1 is an example of a 2D grid. Grids in 2D may be used to model
       areal and cross-sectional  fluid  movement. Grid orientation in 2D is illustrated
       by comparing Figure 16-lc and Figure  16-2. Although Figure  16-lc has fewer
       blocks, which is computationally more efficient,  Figure  16-2 may be useful in
       some circumstances. For example, Figure 16-2 is more useful than Figure 16-1 c
       if the boundary of the reservoir  is not  well known or  an aquifer needs  to be
       attached to the flanks of the reservoir to match reservoir  behavior.
             The use of 2D grids for full field modeling has continued to be popular
       even  as computer  power  has increased  and made large  3D models  practical.
       Figure  16-3  shows a simple  3D grid  that is often  called  a "layer cake" grid.
   168   169   170   171   172   173   174   175   176   177   178