Page 205 - Geology of Carbonate Reservoirs
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186   FRACTURED RESERVOIRS

                                  Anticlinal Fold     Monoclinal Flexure







                                        150 m                50 m
                                       A                    B


                                Listric Normal Fault  Graben-in-Graben Normal Faults






                                    50 m                     150 m
                                       C                    D
                    Figure 7.7      Diagram illustrating the most common types of fractures mapped in outcrops of
               the Austin Chalk (Cretaceous) by Corbett et al.  (1991) . Note fracture patterns on folds, on
               regional - scale monoclinal flexures, in half - grabens, and in normal faults. Fracture intensity is

               greatest on the hanging wall of faults and where stresses were concentrated along the crests
               of folds.







                   7.2   FRACTURE PERMEABILITY, POROSITY, AND  S  W
                 Before discussing ways to evaluate the relative contribution of fractures to total

               reservoir permeability and porosity, it is necessary to define fracture permeability
               and porosity as compared to matrix permeability and porosity. The two major
               factors that distinguish fracture permeability and porosity from matrix pore systems
               are  fracture width e  and  fracture spacing D . We considered Darcy ’ s equation for
               permeability in a homogeneous, porous medium under single - phase, Newtonian

               flow conditions as

                                                 =
                                               QKA    dh
                                                      dl
                 where  K      =   Hydraulic conductivity
                         A         =   Cross sectional area of the porous medium
                         dh / dl    =   Gradient in hydraulic head
                                                                 2


                Hubbert  (1940)  determined that  K    =    ρ g / μ  and that  k    =    Nd      . In this case,  k  is intrinsic

                                             2
               permeability with dimensions of L  ,  ρ  is fluid density,  g  is acceleration due to gravity,



                   μ  is fluid viscosity,  N  is a dimensionless coefficient characteristic of the porous



               medium, and  d  is the average diameter of constituent grains in the rock (a condition
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