Example
6.2: (Journel and Huijbregts, 1978[11])
Consider a two-dimensional regionalization characterized by a point random
function
which, as a first approximation, is supposed
to be intrinsic with an isotropic stationary semi-variogram:
. For example,
may be the vertical thickness of a sedimentary seam.
The mean value is to be estimated over a square panel
of size
from the non-symmetric
configuration of the four data of support
each,
located at
, (central sample) and
(peripheral samples)
as shown in the following Figure 6.3.
For reasons of symmetry and for an isotropic semi-variogram
the
two data
and
receive the same weight, and they can thus be grouped
together to form the set
of support
.
On the other hand,
the two data
and
must be treated separately. The linear estimator
thus considered contains three weights, namely
The kriging system is written as
For further proceeding a linear model with nugget effect is considered:
For the simple, linear standard model
Three cases are considered:
The previous values of the parameters , and
have been
chosen so as to ensure, in three cases, a constant dispersion variance of
data of support
in the panel
:
The Krige system follows:
which gives
The Krige system follows as
We eliminate the constant and the system solved gives
Elimination of gives a Krige system
1.918 ![]() |
1.918 ![]() |
+ | ![]() |
= | .7338 | ||
1.918 ![]() |
+ | 1.918 ![]() |
2.712 ![]() |
+ | ![]() |
= | 2.001 |
1.918 ![]() |
+ | 2.712 ![]() |
![]() |
= | 2.001 | ||
![]() |
+ | ![]() |
![]() |
= | 1 |
with the solution
In the following summarizing table we also see results from other estimation
methods. One is called POLY (polygon of influence)
which uses positive weights
only for samples which are in the region to be estimated. Therefore
and
. The methods of inverse
distance and inverse-squared distance methods
(ID and ID2) give the same
weights to the three peripheral data:
. The central value
obtains a greater
weight by ID2
than by ID
.
The mean distance from
to the panel has been taken as a
quarter of the diagonal, i.e.,
.
In the stationary case, these standard methods ensure the unbiasedness
of the estimation, as they satisfy the unique non-bias condition
,
but they do not, by themselves, provide the estimation variances
. For
this purpose, it is necessary to characterize in some form the spatial
variability of the phenomenon under study. The geostatistical method is to
use the structural function
with which the estimation variance of any
unbiased linear estimator can be calculated.
Nugget- | ||||
effect | Kriging | POLY | ID | ID2 |
![]() |
![]() |
.484 | .727 | |
Pure |
![]() |
![]() |
.344 | .182 |
![]() |
![]() |
.172 | .091 | |
![]() |
![]() |
.323 | .553 | |
![]() |
||||
Partial |
![]() |
as above | as above | as above |
![]() |
||||
![]() |
![]() |
.296 | .339 | |
![]() |
||||
Absent |
![]() |
as above | as above | as above |
![]() |
||||
![]() |
![]() |
.27 | .225 |