Page 100 - Well Logging and Formation Evaluation
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90                Well Logging and Formation Evaluation

          the shale and quartz have a similar matrix density and that the formation
          is water bearing.

          Laminae:

                                 )
            f d =  V lam * f sh + (1 -  V lam *  f csa

            f n =  V lam ( * HI sh +  f sh *HI w )+ (1 -  V lam *  f csa *HI w
                                             )
          where V lam is the volume fraction of laminated shale.

          Dispersed:

                       sh (
                    -
            f d =  f csa V *1  -  f sh )
            f n = HI sh V + HI*  sh  w *  f d

          where V sh is the volume fraction of shale.

          Structural:

            f d =  f csa V *  f sh
                    +
                      sh
            f n =  f csa *HI w +  V sh *  f sh *HI w +  V sh *HI sh

            This is displayed graphically on a f d / f n crossplot in Figure 5.6.2.
            Depending on the nature of the shale, the behavior can be seen to follow
          different trends. Therefore, if such a plot is made over a section of for-
          mation, and the 100% shale and sand points are identified, it may be pos-
          sible to differentiate the type of shale fill that is occurring. Note that since
          oil and water have a similar HI, a similar behavior would be observed in
          an oil reservoir. A greater deviation would be observed in a gas reservoir
          since the HI for gas is much less than that for water.
            Thomas and Stieber’s method can be extended to other logs besides the
          density and neutron. For instance, a similar behavior would be expected
          if the total porosity (PHIT) from the density (f d) were plotted against
          compressional velocity (V p) or GR. For a PHIT/GR approach, assuming
          also that the sand laminae may contain dispersed shale but that structural
          shale is not present, the relevant equations are:

                         ) (
                    -
            GR = (1 V lam *  GR sand  + V dis *  GR shale ) + V lam *  GR shale
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