@wikipedia


One of the Absolute permeability models based on simulating the flow through the multi-pipe conduits or multi-grain pack:

k = 1014.24 \cdot {\rm FZI}^2 \cdot \frac{(\phi -\phi_0)^3}{( 1 - \phi+\phi_0)^2}
{\rm FZI} = \frac{1}{\sqrt{F_S} \, S_{gV} \, \tau }

where

Flow Zone Indicator

surface pore area per unit pore volume

pore surface area

effective porosity

pore shape factor

pore volume

pore channel tortuosity


The alternative form is derived from the correlation which is valid in some practical cases:

\frac{1}{\sqrt{F_S} \, S_{gV}} \approx 0.0037 \cdot d

where

average grain size

so that Absolute permeability is going to be:

k = \frac{d^2}{72 \cdot \tau^2} \cdot \frac{(\phi -\phi_0)^3}{( 1 - \phi+\phi_0)^2}

where

absolute permeability

effective formation porosity

porosity cut-off

grain size

pore channel tortuosity



This correlation was historical the first physical permeability model, based on the fluid flow in porous media with simplified structure consisted of a bunch of independent capillaries with various diameters.

Later on it's been upgraded to percolation through inter-grain porous space which specifies the Flow Zone Indicator  as a function of grains size distribution, grain shape and packing.

The most popular correlation with a mean grain size  is given as:

FZI = a \cdot D_g

where coefficient  is a function of grain shape, packing, inter-grain clay and, as a consequence, of inter-grain effective porosity .


See also


Petroleum Industry / Upstream / Subsurface E&P Disciplines / Petrophysics / Absolute permeability / Absolute permeability @model


References


J. Kozeny, "Ueber kapillare Leitung des Wassers im Boden." Sitzungsber Akad. Wiss., Wien, 136(2a): 271-306, 1927.