Page 32 - Physical Principles of Sedimentary Basin Analysis
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14                        Properties of porous media



                                               h 2




                                               h 1
                                          h

                                                        k=?




                                                        Δx
                 Figure 2.10. See Exercise 2.10.

                 Exercise 2.10 Fluid is driven through a porous core (or plug) by the weight of the fluid in
                 a cylinder, see Figure 2.10. Show that the permeability of the plug is
                                                μ xln (h 2 /h 1 )
                                             k =                                    (2.33)
                                                      f gt
                 when the time t is needed for the fluid to drop from height h 2 to h 1 . Assume that the area
                 of the cross-section is the same for the cylinder as for the core.



                                        2.5 Potential flow and gravity
                 We have seen that a fluid pressure gradient drives fluid through a porous medium. But, in
                 the vertical direction we have to subtract the effect of gravity, and Darcy’s law becomes
                                                 k     ∂ p f
                                          v D =−         −   f g                    (2.34)
                                                 μ   ∂z
                 where p f is the fluid pressure and   f is the fluid density. The z-axis is pointing downwards,
                 which implies that the weight of a fluid column is increasing with increasing z-coordinate.
                 We see that a fluid pressure equal to the weight of the fluid column, p f =   f gz, leads
                 to zero Darcy flux. This explains why we had to subtract   f g in the vertical direction in
                 Darcy’s law. In three dimensions Darcy’s law can be written as

                                                 k
                                          v D =−   ∇ p f −   f gn z                 (2.35)
                                                 μ
                 where n z is the unit vector in the vertical direction. It is often convenient to express Darcy’s
                 law in terms of a pseudo-potential 	 defined as the fluid pressure minus a hydrostatic
                 pressure p h,0 relative to a reference level as

                                               	 = p f − p h,0                      (2.36)
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