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The momentum balance equation relating a pressure gradient \nabla p in porous medium with induced fluid flow (percolation) with velocity  {\bf u}:

(1) {\bf u} = - M \cdot ( \nabla p - \rho \, {\bf g} )

where

M

fluid mobility

\nabla

gradient operator

\rho

fluid density 

{ \bf g }

gravity vector pointing along Earth's Gravity Direction 


In single-phase flow the Darcy flow equation takes a following form:

(2) {\bf u} = - \frac{k}{\mu} \cdot ( \nabla p - \rho \, {\bf g} )

where

k

formation permeability

\mu

fluid viscosity


Darcy flow only happens for relatively slow percolation { \rm Re} < 2,000.

For a wider range of flow regimes see Forchheimer Equation.


In multiphase flow the different phases  \alpha move with different velocities  {\bf u}_\alpha and  Darcy flow equation is applicable for each phase independently:

(3) {\bf u}_{\alpha} = - \frac{k_{\alpha}}{\mu_{\alpha}} \cdot ( \nabla p_{\alpha} - \rho_{\alpha} \, {\bf g} )

where

p_\alpha

phase pressure of the  \alpha-phase

k_\alpha

phase permeability of the  \alpha-phase

\rho_\alpha

fluid density of the  \alpha-phase

\mu_\alpha

fluid viscosity of the  \alpha-phase





In most popular case of a 
3-phase Oil + Gas + Water fluid model with relatively homogeneous flow (phases may move at different velocities but occupy the same reservoir space and have the same phase pressure) the Darcy flow equation can be approximated with Perrine model of Multi-phase Mobility:

(4) {\bf u} = - M \cdot \nabla p = - \left< \frac{k}{\mu} \right > \cdot \nabla p

where

\displaystyle M = \left< \frac{k}{\mu} \right>


multi-phase mobility


See also


Physics /  Fluid Dynamics / Percolation

Forchheimer Equation ]


References


 Jules Dupuit (1863). Etudes Théoriques et Pratiques sur le mouvement des Eaux dans les canaux découverts et à travers les terrains perméables (Second ed.). Paris: Dunod.



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