Kozeny–Carman equation

The equation is given as:[4][5]

${\displaystyle {\frac {\Delta p}{L}}=-{\frac {180\mu }{{\mathit {\Phi }}_{\mathrm {s} }^{2}D_{\mathrm {p} }^{2}}}{\frac {(1-\epsilon )^{2}}{\epsilon ^{3}}}u_{\mathrm {s} }}$

where:

• ${\displaystyle \Delta p}$ is the pressure drop;
• ${\displaystyle L}$ is the total height of the bed;
• ${\displaystyle u_{\mathrm {s} }}$ is the superficial or "empty-tower" velocity;
• ${\displaystyle \mu }$ is the viscosity of the fluid;
• ${\displaystyle \epsilon }$ is the porosity of the bed;
• ${\displaystyle {\mathit {\Phi }}_{\mathrm {s} }}$ is the sphericity of the particles in the packed bed;
• ${\displaystyle D_{\mathrm {p} }}$ is the diameter of the volume equivalent spherical particle.[6]

This equation holds for flow through packed beds with particle Reynolds numbers up to approximately 1.0, after which point frequent shifting of flow channels in the bed causes considerable kinetic energy losses.

This equation is a partial case of the Darcy's law stating that "flow is proportional to the pressure drop and inversely proportional to the fluid viscosity".

${\displaystyle v_{\mathrm {s} }=-{\frac {\kappa }{\mu }}{\frac {\Delta p}{L}}}$

Combining these equations gives the final Kozeny equation for absolute (single phase) permeability

${\displaystyle \kappa ={\mathit {\Phi }}_{\mathrm {s} }^{2}{\frac {\epsilon ^{3}D_{\mathrm {p} }^{2}}{180(1-\epsilon )^{2}}}}$

• ${\displaystyle \epsilon }$ is the porosity of the bed (or core plug) [fraction]
• ${\displaystyle D_{\mathrm {p} }}$ is average diameter of sand grains [m]
• ${\displaystyle \kappa }$ is absolute (i.e. single phase) permeability [m^2]
• ${\displaystyle {\mathit {\Phi }}_{\mathrm {s} }}$ is the [sphericity] of the particles in the packed bed = 1 for spherical particles

The combined proportionality and unity factor ${\displaystyle a}$ has typically average value of 0.8E6 /1.0135 from measuring many naturally occurring core plug samples, ranging from high to low clay content, but it may reach a value of 3.2E6 /1.0135 for clean sand. The denominator is included explicitly to remind us that permeability is defined using [atm] as pressure unit while reservoir engineering calculations and reservoir simulations typically use [bar] as pressure unit.

The equation was first[7] proposed by Kozeny (1927)[1] and later modified by Carman (1937, 1956).[2][3] A similar equation was derived independently by Fair and Hatch in 1933.[8] A comprehensive review of other equations has been published [9]

• Fractionating column
• Random close pack
• Raschig ring
• Ergun equation