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              We  take the relationship between porosity  and sonic transit time in mud-
            stones to be:

            f= fo(At-  55)/(At0 - 55)  z (At - 55)/220.                       (3.7b)
              Equation  3.7b gives meaning to the empirical constants of  Magara’s equa-
            tions in the form f = mA t + n.
              It must be pointed  out here that error in the determination of  At is not
            symmetrical about the mean. In a perfect hole, its true value will be closely
            determined by the sonic log, but any geometrical irregularities in the wall of
            the borehole lengthen the travel path and so lead to a larger value of At than
            the true one. Also, in shallow and in thick mudstones there may be a degree
            of  undercompaction  near the middle, which also increases the transit time.
            So we  are concerned with the smallest values of  At, and with values in thin
            mudstones  and  near the top and bottom  of  thick mudstones for the deter-
            mination  of  true  normal  compaction  curves.  Likewise,  we  are  concerned
            with the smaller values of  porosity, which represent maximum compaction.
              Combining eqs. 3.5a and 3.7a, we obtain:
            f/fo  = e--z/b = (At - At,,)/(Ato  - At,,)
            from which we write:





            This equation  is an improvement on eq.  3.6  in that it satisfies the boundary
            conditions of  A to at z  = 0, and At,,   when porosity is eliminated. It remains
            to determine the value of the scale length b.
              The scale length  can be determined  by two methods, the choice of  which
            depends on the nature of the data. First, by setting the dimensionless depth,
            z/b, equal to unity  and solving eq. 3.8, b is equal to the depth z at which At
            is  95-96  ps/ft  in  normally  compacted  mudstones  (z being measured from
            ground  level  or  seafloor). If  there  is  no reliable  data around 95-96  ps/ft,
            take the deepest level at which At is thought to represent normal compaction
            and solve eq. 3.8 for b:

            b = z/ln  {(At - 55)/(At0 - 55)j                                   (3-9)
            the units being the same as those of depth, and the transit time beinginps/ft.
              We  test this result using the data of Hottmann and Johnson (1965, p. 719,
            fig. 2), which has hitherto  been accepted as satisfactory evidence that a plot
            of the logarithm of the transit time against depth is linear to depths of about
            4 km in the US. Gulf Coast region. Inserting into eq. 3.8 the values At, = 165
            ps/ft,  At,,   =  55 ps/ft, and z/b =  1, gives At = 95.5 ps/ft when  b  = z.  This
            value  is  reached  at  a  depth  of  about  12,500 ft (3800 m)  using  the trend
            of  shorter transit times, indicating this value for the scale length. Alternatively,
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