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            velocity  of  sound  through  liquids  is  very  much  slower  than  that  through
            solids, so  the  detectors  pick  up  the first arrival of  a signal that has passed
            down  the  wall  of  the  borehole.  The device measures the time of  arrival at
            the  1st and  2nd  (or first  and  third,  depending  on  which  spacing is  being
            used) and the difference is recorded as the transit time. If the sonde is sym-
            metrical in the borehole, the passages through  mud to each detector will be
            equal, and the recorded  transit time is the true transit time over‘the distance
            separating the detectors (1 or 3 ft: 0.30 or 0.91 m). The newer, compensated
            type is so designed that the average of  an upward  and a downward signal is
            correct even if the sonde is not symmetrical with the borehole.
              The geometry of the wall of the borehole is important, and if it is irregular
            due to  washouts  (see  the  Caliper log)  the  results  may  be  erratic  with  the
            travel times  too  long.  A  signal  not  received  at a  detector (due perhaps to
            attenuation) leads to wild fluctuations in the trace on the log. This is called
            cycle skipping, and such sections must be ignored.
              Together  with  the  transit  time  is  recorded  the integrated  transit  time,
            each  pip on this track indicating an increase of  one millisecond in the total
            travel  time  (except opposite cycle  skipping).  Interval  velocities  can  there-
            fore be computed by counting the pips between the limits of interest. Hence
            the sonic log can be used to help seismic interpretation  not  only  by  identi-
            fying  lithologies  with  velocities,  but  also  by  the  generation  of  synthetic
            seismograms for the identification of reflectors.
              The Sonic log, as we saw in Chapter 3, can also be used to estimate poros-
            ity.  This is  a complex matter that still has no good theoretical basis. Work
            by  Wyllie and his co-workers (Wyllie et al.,  1956, 1958) led to the so-called
            time average formula  :

            f= (At-Atmati-i,)/(Atfluid   -At,a~).                             (6.11)
            The  transit  time  through  solids  (Atmatrix;  i.e.,  at zero  porosity)  is about
            52-55  ps/ft  in  quartz,  45-50  ps/ft  in  carbonates,  and  about  190 ps/ft
            in  liquids, so  the  porosity  can  be  estimated  once  the transit time, At, has
            been  measured.  This  time-average  formula  has  two  weaknesses,  long  re-
            cognized. First, it is a linear equation in porosity  and transit time, although
            there is a great deal of empirical evidence suggesting that the true relationship
            is not linear.  Secondly, correction  factors are needed for all but small poros-
            ities.  It  seems therefore  that  these  correction  factors  are required  because
            the time average formula is not correct.
              Chapman  (1981, p.  223) assumed that the sonic path lies in solids only,
            by virtue of  the fact that the transit  time in liquids is about four times that
            in solids, and that porosity affects the length of this path (a sort of tortuosity
            in solids). He suggested the formula (abbreviating the suffix):
            f= 1 - (~t,,/~t)~ 1 - (~t,,/nt)”.                                 (6.12)
                              .=
            This  is  a  non-linear  equation  that  gives  satisfactory  results in several areas
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