Page 33 - Physical Principles of Sedimentary Basin Analysis
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2.6 Permeability as a function of porosity       15

            where the hydrostatic pressure
                                                 z
                                        p h,0 =    f gdz                       (2.37)
                                               z 0
            is relative to the reference level z 0 . A natural choice for a reference level could for instance
            be the sea level. The reason for introducing the pseudo-potential 	 is that it becomes a true
            potential when the fluid density is constant. In that case we can write

                                                 k
                                          v D =− ∇	                            (2.38)
                                                 μ
            and the Darcy flow becomes proportional to the gradient of 	, where 	 is the potential.
            Flow that is proportional to the gradient of a quantity is potential flow, and the quantity
            is denoted the potential. The unit for the potential 	 is the same as for pressure (Pa in SI
            units).
              It is common to express Darcy’s law in terms of the gradient of the hydraulic head
            instead of the fluid flow potential. The hydraulic head h is the fluid flow potential 	 divided
            by   f g, and Darcy’s law becomes

                                               k  f g
                                        v D =−      ∇h.                        (2.39)
                                                 μ
            The hydraulic head measures the fluid pressure in terms of the corresponding height of
            a fluid column. The factor k  f g/μ is called the hydraulic conductivity, and it has SI
            units m/s. The hydraulic conductivity becomes the Darcy flux driven by a gradient of the
            hydraulic head equal to 1.




                              2.6 Permeability as a function of porosity

            Fluid flow on a pore scale is from one pore through a pore throat to a neighbor pore. The
            permeability of the rock is determined by two properties – the size of the pore throats
            and how well the pores are connected. We will now look at a simple model that accounts
            for the size of the pore throats, which is a porous medium made of parallel tubes. It is
            possible to obtain a relationship between the permeability and the porosity for this model,
            and it leads to the often used Kozeny–Carman relationship for permeability. It turns out that
            this permeability model applies for porous media of well sorted grains, like for instance
            well sorted sands and sandstones. Equal grain size corresponds to equal pore throats and a
            constant tube radius. The starting point for Darcy flow in such a medium is laminar flow in
            a single tube, which is written as
                                                 2
                                                r dp
                                           ¯ u =−                              (2.40)
                                                8μ dx
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