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Table 1. Input parameters for the various hypothetical soil sites: j2f : variance of f ¼ ln Ks, j2a: variance of a ¼ loga, r: correlationcoefficient between f and a, G: geometric mean of a [m¹1], Dx: horizontal discretization of finite elements [m], Dz: vert
Fig. 1. Location of nine sample points (white dots), for whichsample covariances and cross-covariances are computed at alllag-distances within a ‘window’ surrounding the sample point.The window is centered on the sample point as shown here forsample point
Table 2. Dimensionless sampling errors for the sample mean (eqn 10)) and sample variance (eqn 11)) of selected soils
Fig. 2. Example realization of a highly variable anisotropic soil (soil B3): (a) unsaturated hydraulic conductivity; (b) soil water tension; (c)horizontal Darcian flux; and (d) vertical Darcian flux
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