Methods and guidelines for effective model calibration



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EffectiveCalibration WRIR98-4005

Correlation Coefficients
Correlation coefficients are calculated as the covariance between two parameters divided 
by the product of their standard deviations. Using the notation of equation (27), the correlation be-
tween the ith and jth parameter is calculated as:
(30)
Correlation coefficients range in value from -1.0 to 1.0, with values close to -1.0 and 1.0 indicative 
of parameter values that cannot be uniquely estimated with the observations used in the regression. 
Poeter and Hill (1997) provide a good description of correlation coefficients calculated for a simple 
test case; Anderman and others (1996) show how they can be used to evaluate the worth of different 
kinds of observations. Correlation coefficients are typically displayed as a matrix, such as:
1.0 0.96 0.05
0.96 1.0 0.46
(31)
0.05 0.46 1.0
Correlation coefficient matrices are always symmetric and the diagonal elements always equal 1.0. 
Correlation coefficients can be calculated using any of the variations of the parameter variance-
covariance matrix discussed above. Correlation coefficients calculated using the parameter vari-
ance-covariance matrix with all parameters are called correlation coefficients for all parameters; 
correlation coefficients calculated using the parameter varience-covariance matrix with predictions 
are called prediction correlation coefficients.
Influence Statistics
While dimensionless scaled sensitivities indicate the importance of an observation to the 
estimation of a parameter, the actual effect of the observation in the regression also depends on cal-
culated residuals. The Cook’s D and DFBETA influence statistics incorporate this effect. The 
Cook’s D statistics can be calculated for each observation as described by Cook and Weisberg 
(1982) and Helsel and Hirsch (1992). DFBETAs are calculated for each parameter j and each ob-
servation i .
Anderman (1996) and Yager (in press) show how the DFBETA influence statistic can be 
cor i j
,
( )
cov i j
,
( )
var i
( )
1 2

var j
( )
1 2

----------------------------------------------------
=


29
used to identify the interaction between the observations and estimated parameter values in 
ground-water problems. 

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