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Local Grid Refinement (chapter 15)

If local grid refinements are included in the model, they must be specified in the RUNSPEC section, with keyword LGR, containing the following items,

1.

MAXLGR

Maximum number of LGRs in the model

2.

MAXCELLS

Maximum number of cells in any LGR

3.MAXAMLGC Maximum amalgamated coarse cells (not covered in these notes)

4.MAXAMLGF Maximum number of LGR amalgamations

5.MAXLGRAM Maximum number of LGRs in any amalgamation

6. LSTACK

Equivalent to NSTACK for Local Grid solving (default: Equal to NSTACK)

Example

The model contains 10 local grids, five of these have been amalgamated to one, and three others comprise another amalgamation. The largest of the LGRs contains 160 cells

LGR

MAXCELLS

MAXAMALGC

MAXAMALGF

MAXLGRAM

LSTACK

 

-- MAXLGR

/

10

160

1*

2

5

1*

3. Structured grids (Corner point grids) (GRID section)

The simple grids we defined in Chapter 1 can not in general be used to approximate complex reservoir geometries satisfactory, and this is regarded as being of great importance in the oil industry. The grid serves two purposes, which unfortunately often are conflicting. Firstly the grid is a set of finite volume cells which approximates the reservoir volume including internal characteristics. Secondly the grid is a device for solving the reservoir flow equations in a numerical fashion. Even though a great deal of research has been put into the challenge of constructing numerical schemes which work satisfactorily for “any” cell shapes, it is still true that the “best” numeric results are obtained on a regular cartesian grid, while the grids that are “good enough” approximations to the reservoir shape seldom are very regular. As noted above, constructing a grid that is an optimal compromise between actual reservoir shape, numeric accuracy and affordable computing time is a science in itself, which cannot be covered in this context.

The ideal grid is regular and cartesian. Cartesian means that all cell faces meet at right angles, while regular is used to specify that the lengths DX, DY, and DZ are compatible. If the flow rate components are equal in all three directions (no preferred flow direction) then compatible would mean DX = DY = DZ. However, in a reservoir the vertical flow is typically much smaller than horizontal flow1, and in this case the ideal aspect ratio (ratio of the different cell lengths) is such that the typical time a flow particle uses to traverse the cell is roughly the same in all cell lengths. By this rule we should expect that in most grid cells, DX and DY are of comparable magnitude, and DZ much smaller. (Which is indeed the case in industrial grids.) Many grids are comprised of cells which appear regular cartesian in the XY-plane, as seen from above, but not in cross-sections, i.e. in the XZ or YZ-planes, since the grid layers attempt to approximate the geological layers (Figure 2). Be aware that if the angles between the top or bottom and the vertical sides deviate too much from 90° the quality of the numerical results can be expected to get worse as the angle deviation increases. Apart from this warning we will not discuss this further.

The major reason that XY-cartesian grids are not more or less exclusively used is the existence of faults in the reservoir. Faults are surfaces of discontinuity in the reservoir with often very complex geometry. Often the goal is a grid that honours the geometry of the faults as closely as possible, and this is simply not in general doable with a regular grid.

Figure 3 shows an irregular structured grid where it has been attempted to let cell boundaries align to the faults as closely as possible.

1 The term horizontal is used loosely, to denote flow along geological layers, or in the bedding plane direction

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