8.3 The Forced Manifold 137
2
6
6
6
6
6
6
6
6
4
0:4023 0:0126 0:2145 0:0758 : : :
0:5741 0:2645 0:0249 0:0797 : : :
0:0491 0:0129 0:0787 0:1200 : : :
0:1705 0:4186 0:0880 0:1497 : : :
0:2999 0:1294 0:2053 0:0469 : : :
:
:
:
:
:
:
:
:
:
:
:
:
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:
:
3
7
7
7
7
7
7
7
7
5
; (8.10)
where we have shown the first few rows and columns of A. We can see that we can
use A to inspect the strength and the characteristic of the correlation an/or regres-
sion between each particular modes and the others. The arguments is not limited
by the choice of the representation in EOF. If we had elected to used the grid point
or station representation, the operator A could have been interpreted in the same
way. In that case the elements a
ij
would have contained the correlation/regression
coefficient for grid point i of Z with grid point or station j of S.
The description in (8.10)and(8.9) indicates that we have a statistical interpreta-
tion for A. Such an interpretation may be used to establish confidence limits in the
numerical vales of the components of A. We can used heuristic methods to estab-
lish the baseline values that we can attribute to chance. For instance, in the previous
sections we have changed the analysis domain to regions where we were expecting
varying strengths of the relationship between S and Z. We can have an idea of the
sensitivity of the analysis by also scrambling in time one of the fields and using
the method to estimate the possibility of casual relations. The results are shown in
Fig. 8.6.
Here we can see that the amount of variance in the Forced Manifold has de-
creased by a large amount. This level is basically equivalent to the determination of
a zero level, that is the value that is generated by casual relations in the data. The
amount of Forced variance found is very close to the level determined by the exam-
ple in Fig. 8.2 where we used a physically based argument to estimate the level of
no relation, form the result of the scrambled test we can be rather confident that the
relation found in Fig. 8.1 is relatively robust.
We can have a more rigorous estimation of confidence if we recognize that
the correlation/regression coefficients in A can be tested against a Student’s
t-distribution. The test estimates the probability that the true coefficient is in-
deed zero. The acceptable values for the probability levels in order to accept the
computed values is, of course, matter of choice, but usually values of 5%or1%are
used. These choices correspond to the statement that there a 5%or1% probability
that the hypothesis that the true value is indeed zero is true. We can insert this pro-
cess into the calculation of the Forced Manifold by testing each element of A and
putting to zero those components that pass the test. We can repeat the calculation
for Fig. 8.1 introducing now the significance test at 1%. The results are shown in
Fig. 8.7.
The Forced and Free manifolds for the geopotential and the tropical SST have
a similar distribution as in Fig. 8.7. Overall the total amount of variance that can
be attributed with confidence to the forcing S is decreased, but the distribution has
concentrated and the difference between maxima and minima has increased. The