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Ergun equation

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Relation between friction factor and Reynolds number

The Ergun equation, derived by the Turkish chemical engineer Sabri Ergun in 1952, expresses the friction factor in a packed column as a function of the modified Reynolds number.

Equation

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f p = 150 G r p + 1.75 {\displaystyle f_{p}={\frac {150}{Gr_{p}}}+1.75} {\displaystyle f_{p}={\frac {150}{Gr_{p}}}+1.75}

where:

  • f p = Δ p L D p ρ v s 2 ( ϵ 3 1 ϵ ) , {\displaystyle f_{p}={\frac {\Delta p}{L}}{\frac {D_{p}}{\rho v_{s}^{2}}}\left({\frac {\epsilon ^{3}}{1-\epsilon }}\right),} {\displaystyle f_{p}={\frac {\Delta p}{L}}{\frac {D_{p}}{\rho v_{s}^{2}}}\left({\frac {\epsilon ^{3}}{1-\epsilon }}\right),}
  • G r p = ρ v s D p ( 1 ϵ ) μ = R e ( 1 ϵ ) , {\displaystyle Gr_{p}={\frac {\rho v_{s}D_{p}}{(1-\epsilon )\mu }}={\frac {Re}{(1-\epsilon )}},} {\displaystyle Gr_{p}={\frac {\rho v_{s}D_{p}}{(1-\epsilon )\mu }}={\frac {Re}{(1-\epsilon )}},}
  • G r p {\displaystyle Gr_{p}} {\displaystyle Gr_{p}} is the modified Reynolds number,
  • f p {\displaystyle f_{p}} {\displaystyle f_{p}} is the packed bed friction factor,
  • Δ p {\displaystyle \Delta p} {\displaystyle \Delta p} is the pressure drop across the bed,
  • L {\displaystyle L} {\displaystyle L} is the length of the bed (not the column),
  • D p {\displaystyle D_{p}} {\displaystyle D_{p}} is the equivalent spherical diameter of the packing,
  • ρ {\displaystyle \rho } {\displaystyle \rho } is the density of fluid,
  • μ {\displaystyle \mu } {\displaystyle \mu } is the dynamic viscosity of the fluid,
  • v s {\displaystyle v_{s}} {\displaystyle v_{s}} is the superficial velocity (i.e. the velocity that the fluid would have through the empty tube at the same volumetric flow rate),
  • ϵ {\displaystyle \epsilon } {\displaystyle \epsilon } is the void fraction (porosity) of the bed, and
  • R e {\displaystyle Re} {\displaystyle Re} is the particle Reynolds Number (based on superficial velocity [1] )..

Extension

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To calculate the pressure drop in a given reactor, the following equation may be deduced:

Δ p = 150 μ   L D p 2   ( 1 ϵ ) 2 ϵ 3 v s + 1.75   L   ρ D p   ( 1 ϵ ) ϵ 3 v s | v s | . {\displaystyle \Delta p={\frac {150\mu ~L}{D_{p}^{2}}}~{\frac {(1-\epsilon )^{2}}{\epsilon ^{3}}}v_{s}+{\frac {1.75~L~\rho }{D_{p}}}~{\frac {(1-\epsilon )}{\epsilon ^{3}}}v_{s}|v_{s}|.} {\displaystyle \Delta p={\frac {150\mu ~L}{D_{p}^{2}}}~{\frac {(1-\epsilon )^{2}}{\epsilon ^{3}}}v_{s}+{\frac {1.75~L~\rho }{D_{p}}}~{\frac {(1-\epsilon )}{\epsilon ^{3}}}v_{s}|v_{s}|.}

This arrangement of the Ergun equation makes clear its close relationship to the simpler Kozeny-Carman equation, which describes laminar flow of fluids across packed beds via the first term on the right hand side. On the continuum level, the second-order velocity term demonstrates that the Ergun equation also includes the pressure drop due to inertia, as described by the Darcy–Forchheimer equation. Specifically, the Ergun equation gives the following permeability k {\displaystyle k} {\displaystyle k} and inertial permeability k 1 {\displaystyle k_{1}} {\displaystyle k_{1}} from the Darcy-Forchheimer law: k = D p 2 150   ϵ 3 ( 1 ϵ ) 2 , {\displaystyle k={\frac {D_{p}^{2}}{150}}~{\frac {\epsilon ^{3}}{(1-\epsilon )^{2}}},} {\displaystyle k={\frac {D_{p}^{2}}{150}}~{\frac {\epsilon ^{3}}{(1-\epsilon )^{2}}},} and k 1 = D p 1.75   ϵ 3 1 ϵ . {\displaystyle k_{1}={\frac {D_{p}}{1.75}}~{\frac {\epsilon ^{3}}{1-\epsilon }}.} {\displaystyle k_{1}={\frac {D_{p}}{1.75}}~{\frac {\epsilon ^{3}}{1-\epsilon }}.}

The extension of the Ergun equation to fluidized beds, where the solid particles flow with the fluid, is discussed by Akgiray and Saatçı (2001).

See also

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References

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  1. ^ Ergun equation on archive.org, originally from washington.edu site.
  • Ergun, Sabri. "Fluid flow through packed columns." Chem. Eng. Prog. 48 (1952).
  • Ö. Akgiray and A. M. Saatçı, Water Science and Technology: Water Supply, Vol:1, Issue:2, pp. 65–72, 2001.

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