Page 164 - Fundamentals of Reservoir Engineering
P. 164

DARCY'S LAW AND APPLICATIONS                               103

                     frictionless process, to transport a unit mass of fluid from a state of atmospheric
                     pressure and zero elevation to the point in question, thus

                                 p  dp
                           Φ=          +  gz                                                         (4.5)
                               1atm  ρ
                                 −
                     Although defined in this way, fluid potentials are not always measured with respect to
                     atmospheric pressure and zero elevation, but rather, with respect to any arbitrary base
                     pressure and elevation (p b, z b ) which modifies equ. (4.5) to

                                p  dp
                                             −
                           Φ=         +  g(z z )                                                     (4.6)
                                               b
                                p b  ρ
                     The reason for this is that fluid flow between two points A and B is governed by the
                     difference in potential between the points, not the absolute potentials, i.e.

                                     p A  dp             p B  dp           p A  dp
                                  B
                           Φ− Φ =         +  g(z −  z ) −     +  g(z −  z ) =     +  g(z −  z )
                                                                       b
                                                                   B
                                                   b
                             A
                                                                                         B
                                                                                     A
                                               A
                                     p b  ρ              p b  ρ            p B  ρ
                     It is therefore conventional, in reservoir engineering to select an arbitrary, convenient
                     datum plane, relative to the reservoir, and express all potentials with respect to this
                     plane. Furthermore, if it is assumed that the reservoir fluid is incompressible (ρ
                     independent of pressure) then equ. (4.5) can be expressed as
                               p
                           Φ=     +  gz                                                              (4.7)
                               ρ

                     which is precisely the term appearing in equ. (4.4). It can therefore be seen that the h
                     term in Darcy's equation is directly proportional to the difference in fluid potential
                     between the ends of the sand pack.

                     The constant K/g is only applicable for the flow of water, which was the liquid used
                     exclusively in Darcy's experiments. Experiments performed with a variety of different
                     liquids revealed that the law can be generalised as


                              kdΦ
                                ρ
                           u =                                                                       (4.8)
                               µ  dl
                     in which the dependence of flow velocity on fluid density ρ and viscosity µ is fairly
                     obvious. The new constant k has therefore been isolated as being solely dependent on
                     the nature of the sand and is described as the permeability. It is, in fact, the absolute
                     permeability of the sand, provided the latter is completely saturated with a fluid and,
                     because of the manner of derivation, will have the same value irrespective of the
                     nature of the fluid.

                     This latter statement is largely true, under normal reservoir pressures and flow
                     conditions, the exception being for certain circumstances encountered in real gas flow.
                     At very low pressures there is a slippage between the gas molecules and the walls of
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