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26                                           OIL- AND GAS-BEARING ROCKS






















           Fig. 2.3. Permian carbonate outcrops. Relationship between the permeability and porosity due to di-
           ssilution (leaching) (after Kerans et al., 1994). Porosity (%): 1–0-5; 2–6-10; 3–11-30.

                     k    2
               V g ¼   Dp                                                     (2.6)
                    2m
           where k is the gas permeability.
             If the fracture opening is at least 10 mm, fractured reservoir permeability may be
           calculated using the following equation:
                           4
                             3
               k ¼ 8:5   10 w =b                                              (2.7)
           where b is the spacing between the fractures (m).
             The classical hydrodynamic equation for narrow linear channels (fractures) is
                    3
               q ¼ w aDp=12mL                                                 (2.8)
                                               3
           where q is the volumetric rate of flow (cm /s), w the height of fracture (cm), a the
           width of fracture (cm, a   wŠ), L the length of fracture (cm), Dp the pressure drop
                              ½
                  2
                                            2
           (dyn/cm ), and m the viscosity (dyn/cm ).
             For laminar flow, Witherspoon et al. (1980) proposed the following equation:
                           6
                              3
               q ¼ 5:11   10 ðw Dpa=lmÞ                                       (2.9)
           where q is the volumetric rate of flow in (bbl/day), w the width (or aperture) of a
           fracture (in); Dp the pressure drop (psi), a the width of fracture face (f), l the length
           of the fracture (f), and m the viscosity of the fluid (cP).
             Jones et al. (1988) suggested the following equations for open, rough fractures
           with single-phase flow:

                                 3
                           4
               q ¼ 5:06   10 aðDpw =flrÞ 0:5                                 (2.10)
                           5
               k ¼ 5:39   10 mðwl=DprÞ 0:5                                   (2.11)
           where q ¼ the volumetric rate of flow (bbl/day), k ¼ the permeability (darcys),
                                           3
           r ¼ the density of flowing fluid (lb/ft ), and f ¼ the friction factor (dimensionless).
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