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                                                                                 Physical hydrogeology  23


















                   Fig. 2.5 Macroscopic (Darcian) approach to the analysis of groundwater flow contrasted with the true, microscopic behaviour of
                   tortuous flowpaths.

                   tions require the use of more advanced techniques  It is widely accepted that the statistical distribution
                   such as flow net analysis (Box 2.3) and groundwater  of hydraulic conductivity for a geological formation
                   modelling (see Further reading and Section 5.9).  is described by a log-normal probability density func-
                                                               tion with the average hydraulic conductivity calcu-
                                                               lated as a geometric mean. Trending heterogeneity
                   2.4 Isotropy and homogeneity                within a geological formation can be regarded as
                                                               a trend in the mean hydraulic conductivity value.
                   Aquifer properties, such as hydraulic conductivity,  An isotropic geological formation is one where the
                   are unlikely to conform to the idealized, uniform  hydraulic conductivity is independent of the direc-
                   porous material whether viewed at the microscopic  tion of measurement at a point in the formation.
                   or regional scale. The terms isotropy, anisotropy,  If the hydraulic conductivity varies with the direc-
                   homogeneity and heterogeneity are used to describe  tion of measurement at a point, the formation is
                   the spatial variation and directional trends in aquifer  anisotropic at that point. The principal directions of
                   property values.                            anisotropy correspond to the maximum and mini-
                     If the hydraulic conductivity, K, is independent of  mum values of hydraulic conductivity and are usually
                   position within a geological formation, the formation  at right angles to each other. The primary cause of
                   is homogeneous. If the hydraulic conductivity varies  anisotropy on a small scale is the orientation of clay
                   from place to place, then the formation is heterogene-  minerals in sedimentary rocks and unconsolidated
                   ous. The type of heterogeneity will depend on the  sediments. In consolidated rocks, the direction of
                   geological environment that gave rise to the deposit  jointing or fracturing can impart strong anisotropy at
                   or rock type. As shown in Fig. 2.6, layered hetero-  various scales, from the local to regional.
                   geneity is common in sedimentary rocks where each  Combining the above definitions, and as shown
                   bed comprising the formation has its own hydraulic  in Fig. 2.7, it is possible to recognize four possible
                   conductivity value. Strong, layered heterogeneity  combinations of heterogeneity and anisotropy when
                   will be present in interbedded deposits of clay and  describing the nature of the hydraulic conductivity of
                   sand. Similarly large contrasts can arise in cases of dis-  a formation.
                   continuous heterogeneity caused by the presence of  As a result of introducing anisotropy, it is also
                   faults or large-scale stratigraphic features. Trending  necessary to recognize that in a three-dimensional
                   heterogeneity exists in formations such as deltas, allu-  flow system the specific discharge or darcy velocity
                   vial fans and glacial outwash plains where there is  (eq. 2.9) as defined by Darcy’s law, is a vector quantity
                   sorting and grading of the material deposits. Vertical  with components q , q and q given by:
                                                                              x  y   z
                   trends in hydraulic conductivity are also present in
                   consolidated rocks where permeability is dependent  q =− K  ∂ h  , q =− K  h ∂  , q =− K  h ∂
                   on joint and fracture density.                x    x  x ∂  y  y  y ∂  z  z  z ∂
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