A full-Bayesian approach to the estimation of transmissivity from hydraulic
head and transmissivity measurements is developed for two-dimensional stea
dy state groundwater flow. The approach combines both Bayesian and maximum
entropy viewpoints of probability. In the first phase, log transmissivity m
easurements are incorporated into Bayes' theorem, and the prior probability
density function is updated, yielding posterior estimates of the mean valu
e of the log transmissivity field and covariance. The two central moments a
re generated assuming that the prior mean, variance, and integral scales ar
e "hyperparameters"; that is, they are treated as random variables in thems
elves which is contrary to classical statistical approaches. The probabilit
y density functions (pdfs) of these hyperparameters are, in turn, determine
d from maximum entropy considerations. In other words, pdfs are chosen for
each of the hyperparameters that are maximally uncommitted with respect to
unknown information. This methodology is quite general and provides an alte
rnative to kriging for spatial interpolation. The final step consists of up
dating the conditioned natural logarithm transmissivity (In(T)) field with
hydraulic head measurements, utilizing a linearized aquifer equation. It is
assumed that the statistical properties of the noise in the hydraulic head
measurements are also uncertain. At each step, uncertainties in all pertin
ent hyperparameters are removed by marginalization. Finally, what is produc
ed is a In(T) field conditioned on measurements of both hydraulic heads and
log transmissivity and covariances of the In(T) field. In addition, we can
also produce resolution matrices, confidence (credibility) limits, and the
like for the In(T) field. It is shown that the application of the methodol
ogy yields good estimates of transmissivities, even when hydraulic head mea
surements are noisy and little or no information is specified on mean value
s of In(T), variance of In(T), and integral scales.