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            TABLE 3-1
             Variation of bulk wet mass density and bulk wet weight density of quartz sand with poro-
            sity*

            Porosity      pbw            ybw           ybw           ybw
                          (kg/m3)        (kPa/m)       (kgf em-'  m-')  (psi/ft)

            0.3 5         2090           20.5          0.209         0.91
            0.30          2170           21.3          0.217         0.94
            0.25          2250           22.1          0.225         0.98
            0.20          2330           22.9          0.233          1.01
            0.15          2410           23.6          0.241          1.04
            0.10          2490           24.4          0.249          1.08
            * Interstitial water mass density, 1050 kg/m3; grain density, 2650 kg/m3.



               Porosity and permeability  are related, as we shall see in Chapter 8 on the
            nature  of  petroleum reservoirs. Effective porosity  determines the amount of
            movable water and, with  pore size, the resistance  of  the porous material to
            movement of the water. Tortuosity of the pore passages increases, in general,
            with compaction and this too can be related empirically to porosity. Kozeny
            (1927) found  by  analysis and  experiment  that the permeability  of  uncon-
            solidated sands varies approximately  as f3/(l - f)'.  Chapman  (1981, p.  60)
            preferred fx/(l - f)'  where 3c  varies from 3.5 in unconsolidated sands to about
            5.3 in indurated sandstones, because this takes tortuosity better into account.
            Little is known about the permeability of  mudstones, but we may safely as-
            sume that similar principles apply. Rearrangement of the grains of an uncon-
            solidated sand that reduces the porosity  from 40 to 30% reduces its perme-
            ability to about 25-30%  of its former value. While this is a considerable rela-
            tive loss of  permeability, the final permeability is usually still quite large be-
            cause  the original permeability  may well have been two or three darcies. A
            sand with 500 millidarcies (md) permeability is still very permeable.
               Sandstone  compaction  is not as simple as that, however, and the effects
            tend to be obscured by environmental influences. Maxwell (1964) and Selley
            (1978) found  linear trends,  and Stephenson (1977) examined the effect of
            temperature on sandstone compaction.
               Sandstone compaction is elastic on a short time-scale, but the removal of
            load  does  not  lead to restoration of  the original properties  (no core would
            ever be extracted from a core barrel if  that were not true). Under severe load-
            ing, grains may be fractured, resulting in greatly reduced porosity and perme-
            ability.  Diagenesis also  leads  to cementation  and  to authigenic minerals in
            the pore space. Pendular cement may have very little effect on permeability
            (Fuchtbauer, 1967, p.  359), but authigenic minerals, particularly clays, may
            have a very adverse effect (see Plates 8-1 and 8-2 on pp. 162-163  and 166-
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