In situ measurements of discharge-head (steady state rate of water dis
charge and water head (Q, H)) pairs were used to estimate the saturate
d conductivity K-s and the parameter alpha of the Gardner [1958] model
of local unsaturated hydraulic conductivity at N = 152 observation po
ints in a field plot (40 m long, 6 m wide, and 2 m deep) by means of t
he Geulph permeameter method. Twenty-two of these (Q, H) pairs yielded
negative K-s and were excluded from the subsequent analyses. Estimate
s of In K-s and In alpha from N = 130 observation points were used to
estimate parameters of the spatial covariance and the drift functions
of the two soil properties, using the restricted maximum likelihood es
timation procedure and the weighted least squares procedure, respectiv
ely. For both soil properties a deterministic drift was identified, su
ggesting that in the site under investigation, approximately 59% and 3
7% of the total variability off = In K-s and a = In alpha, respectivel
y, may stem from large-scale variations. Results of the analyses of th
e uncorrelated residuals of In K-s and In alpha suggest that both foll
ow an approximately normal distribution and are moderately cross-corre
lated (rho(fa) = 0.68). The fitted covariance models of both soil prop
erties exhibited slight statistical anisotropy in the horizontal plane
and a significant anisotropy in the vertical planes. Components of th
e range of In K-s were 2.5 m and 0.6 m in the horizontal and the verti
cal directions, respectively, while those of In alpha were 1.4 m and 0
.4 m, respectively. Estimates of the correlation scales of both proper
ties in the horizontal plane were associated with relatively large unc
ertainty, which probably stemmed from the less than optimum selection
of the number and locations of the observation points in this plane. T
he results of the model validation test, however, indicated that the f
itted covariance and drift models were theoretically consistent with t
he observations of both soil properties.