Page 61 - Applied Petroleum Geomechanics
P. 61

52    Applied Petroleum Geomechanics


                          0.01
                                   Tight sandstone
                                   Shale gas forma on
                        Permeability (mD)  0.0001
                                   Expon. (Tight sandstone)
                          0.001






                        0.00001
                              0    2   4    6   8   10   12  14
                                          Porosity (%)
          Figure 2.13 Laboratory core tests of permeability and porosity in tight sandstones in
          the Green River Basin and the Haynesville shale gas formation. The equation of the
          trend line is log 10 k ¼ 0.1934f   4.65.

          log(k) and porosity follow a linear relationship (Fig. 2.13). However, this
          linear relation may not be true for other rocks; for example, laboratory test
          data in the clay-free Fontainebleau sandstone do not conform to the linear
          relation of log(k) and f (Bourbie and Zinszner, 1985).

          2.4.3 Stress-dependent permeability

          Permeability is not only dependent on porosity but also has strong corre-
          lations with the burial depth and stress. The stress changes caused by sub-
          surface engineering have important impacts on permeability. Permeability
          in a fractured porous medium is mainly controlled by the geometry and
          interconnectedness of the pores and fractures as well as stress state. It has
          been found that stress-deformation behavior of fractures and pores is a key
          factor governing permeability and fluid flow through the rocks. For
          example, reservoir depletion causes effective stress increase that will
          compact the pore spaces and reduce permeability.
             Stress and permeability tests under triaxial loading conditions have been
          conducted to examine permeability in rock samples with respect to a
          complete stressestrain path (e.g., Zhang et al., 2000; Zhang et al., 2007).
          Experimental results show that for low permeability rocks (e.g., per-
          meability < 1 mD), no dramatic change in permeability is exhibited as the
          axial stress increases within the elastic deformation range. However, sig-
          nificant permeability changes occur if plastic deformations are induced.
          From Fig. 2.14 it can be seen that, during the initial elastic deformation
          (region OA), permeability reduces because of compaction of existing
          cracks; however, permeability starts to increase as the rock begins to dilate.
   56   57   58   59   60   61   62   63   64   65   66