Darcy’s law

E647520

Darcy’s law is a fundamental equation in fluid mechanics that relates the volumetric flow rate of a fluid through a porous medium to the pressure gradient, permeability, and fluid viscosity.

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Statements (49)

Predicate Object
instanceOf empirical law
law in fluid mechanics
law in hydrogeology
physical law
appliesTo laminar flow in porous media
assumes homogeneous porous medium
incompressible fluid
isotropic porous medium
steady-state flow
category porous media flow
transport phenomena
describes flow of fluid through porous media
expressedAs specific discharge q = -K (dh/dl)
field fluid mechanics NERFINISHED
groundwater hydraulics
hydrogeology
petroleum engineering
soil mechanics
generalizedBy Forchheimer equation NERFINISHED
hasForm Q = -k A (ΔP / (μ L))
hasLimitation does not accurately describe turbulent flow in porous media
less accurate for very high flow velocities
implies flow rate is inversely proportional to viscosity
flow rate is proportional to permeability
flow rate is proportional to pressure gradient
introducedIn 1856
involvesQuantity cross-sectional area
dynamic viscosity
hydraulic conductivity
length of flow path
permeability
pressure gradient
volumetric flow rate
mathematicalForm linear relationship between flux and pressure gradient
namedAfter Henry Darcy NERFINISHED
originatedFrom experiments on water flow through sand filters in Dijon
permeabilityUnit darcy
square metre
relatedTo Darcy–Weisbach equation NERFINISHED
Hagen–Poiseuille equation NERFINISHED
relates volumetric flow rate to fluid viscosity
volumetric flow rate to permeability
volumetric flow rate to pressure gradient
usedIn contaminant transport modeling
filtration processes
groundwater flow modeling
reservoir engineering
soil drainage analysis
validWhen Reynolds number in pores is low

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