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            f2  retained  is  +0.14, and  one  metre  thickness  will  be  reduced  to 0.86  m
            when the porosity of 15.9% is reached.
              The retention of this relatively large volume of water in the mudstone gives
            to the  mudstone the properties of  bulk density, effective viscosity or com-
            petence, and all the related properties that a normally compacted mudstone
            would have had  at a much shallower depth - the depth at which a normally
            compacted mudstone would have a porosity of 27.3%.


            INTERSTITIAL WATER PRESSURES

              It is  a  matter  of  common observation, amply confirmed by water wells,
            and boreholes drilled for petroleum, that the porous and permeable sediments
            and sedimentary rocks  at shallow depths in the continents and the continen-
            tal shelves are completely saturated with water  (locally, also oil or gas), and
            that the pressures in this water are closely approximated by:
            P=YwZ                                                             (3.11)

            where yw is the weight density of  the water, and z  is the depth of measure-
            ment below the surface (consistent units being used throughout)*.
              Equation  3.11 implies that if  the water is free to rise in the borehole, it
            will  reach  the  surface.  It  is,  however,  a  generalization  because  the weight
            density  varies with the salinity  of  the water, its temperature, and its depth
            (pressure); and because the level z  = 0 should strictly be the water table, not
            the ground surface. The weight density of water, which determines the pres-
            sure gradient,  varies from  the superficial value of  9.8 kPa/m (0.1 kgf  cm-2
            m-l;  0.433 psilft)  when  it is  fresh  near  the  surface,  to about 10.6 kPa/m
            (0.11  kgf  cm-2 m-';  0.47  psi/ft) when it has  130,000 ppm total dissolved
            solids.
              Pressures that conform to weight densities within these limits in eq. 3.11
            are  known  as normal hydrostatic pressures; and the gradients that conform
            to this range of  weight densities, but not necessarily to eq. 3.11, are known
            as hydrostatic gradients (Fig. 3-9).
              The  existence  of  normal  hydrostatic  pressures  indicates  that  the  pore
            spaces containing the water are connected to the surface, however tortuously.
            The grains of  sediment may be regarded as contained within a water reservoir
            wit.h as  much  validity  as  the  more  usual  statement  that the rocks contain
            water. The sediments of many environments, of course, accumulated in water.
               It is also a matter of  observation (though not so common) that water pres-
            sures are found in the subsurface that do not correspond with normal hydro-



            * It is conventional  to measure z  negative downwards below a datum such as sea level, but
            positive downwards from the surface of  the ground or rig floor.
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