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             FLUID MIGRATION FROM ABNORMALLY HIGH PORE PRESSURES

               Water tends to flow from positions  of higher energy or potential to posi-
             tions of  lower energy, and the directions of  flow are normal to the surfaces
             of  equal  potential  (called  equipotential  surfaces)  through  the  water.  For
             water to flow through a sedimentary rock, there must be a potential gradient
             within  the  pore  water  and  the rock  must have permeability  to water.  The
             hydraulic conductivity  (K) of  a rock, or its coefficient of  permeability,  has
             the dimensions of  a velocity, LT-'. The dimension of  time means that it is
             unlikely  that  any  natural sedimentary rock  is totally impermeable. Indeed,
             we  can and have measured mudstone permeabilities (see, for example, Magara,
             1971, p. 241, fig. 9), so they are not normally impermeable to water even on
            a short time scale.
               In a mudstone compacting under the force of  gravity, so that the vertical
             component of  total stress is a function of the overburden thickness, surfaces
             of equal total stress will be horizontal or nearly horizontal. The vertical com-
             ponent of  effective stress (u) is a function of both total stress and pore-fluid
             pressure, and surfaces of equal effective stress will also be horizontal or nearly
             horizontal. Lack of  mechanical equilibrium between solids and liquids there-
             fore induces equipotential surfaces in the liquids that are also horizontal, or
            nearly so; and pore-water  movement tends to be vertical (upwards or down-
            wards) when induced by gravitational compaction. Pore water tends to migrate
            from the  highenergy  or  high-potential zones within  the mudstone to posi-
            tions of  lower energy above or below it. Commonly, an extensive permeable

























            Fig.  3-16. Pressure-depth plot for sandstone interbedded with abnormally pressured mud-
            stones. Mudstone pore-fluid migration is downwards to the upper sandstone interface, up-
            wards to the lower interface.
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