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LINEAR FLOW OF INCOMPRESSIBLE FLUIDS             41 7


                          water through sand filters for water purification [2]. The experimental
                          variation in this investigation is the type of  sandpack, which had the
                          effect of changing the value of the permeability. All of the experiments
                          were  carried  out  with  water;  therefore,  the  effects  of  fluid  density
                          and viscosity on Equation 7.1 were not investigated  [3,4]. In addition,
                          Darcy’s law holds only for conditions of  viscous flow, i.e., the rate of
                          the flowing fluid is sufficiently low to be  directly proportional to the
                          potential gradient. Another requirement of  this law is that the flowing
                          fluid must not react chemically with the porous medium. Such a reaction
                          can  alter  the  permeability of  the  sand  body  as  flow  continues.  The
                          sandpack in Darcy’s original experiment was always maintained in the
                          vertical position. Subsequent researchers repeated this experiment under
                          less-restrictive conditions and found that:


                          (1) Darcy’s law could be extended to fluids other than water,
                          (2)  the constant of proportionality is actually the mobility ratio Up, and
                          (3)  Darcy’s law is independent of  the direction of  flow in the Earth’s
                              gravitational field.


                             The  gradient  dp/dx  is  the  driving force,  and  may  be  due  to  fluid
                          pressure gradients and/or hydraulic (gravitational) gradients [ 51. Gener-
                          ally, the hydraulic gradients are small compared with the fluid pressure
                          gradients, and are, therefore, negligible. In oil reservoirs with a large
                          expanding gas  cap  and  considerable gravity  drainage  characteristics,
                          however, the gravitational gradients are important and must be taken
                          into account when analyzing reservoir performance.


                   LINEAR FLOW OF  INCOMPRESSIBLE FLUIDS


                             The following assumptions are necessary to the development of  the
                          basic  equations describing  linear  flow  of  incompressible  or  slightly
                          compressible fluids through porous media:

                          (1)  steady-state flow conditions exist;
                          (2)  the porous rock is 100% saturated with the flowing fluid; however, a
                              fixed and immobile phase may be present and often is, as is the case
                              for oil flow in a porous rock containing irreducible water saturation,
                              or in the case of oil flow with an immobile gas phase of saturation
                              less than critical gas saturation [5];
                          (3) the viscosity of the flowing fluid is constant;
                          (4)  isothermal conditions prevail;
                          (5) the porous rock is homogeneous and isotropic;
                          (6) porosity and permeability are constant, i.e., independent of pressure;
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