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Effective permeability is a bulk permeability of a porous medium that reproduces the total Darcy flux through a heterogeneous sample under specified boundary conditions. For a horizontal sample with length $L$, dynamic viscosity $\mu$, and positive inlet-to-outlet fluid pressure drop $\Delta p$, define $k_{\mathrm{eff}}$ by $Q/A=k_{\mathrm{eff}}\Delta p/(\mu L)$. The description is useful when individual layers or passages are smaller than the scale of the calculation. It depends on direction, geometry and boundary conditions; it is not generally the arithmetic mean of local intrinsic permeabilities.

Layered porous permeability illustrates the mechanism: when every path must cross a resistant layer, successive hydraulic resistances add; when more permeable paths span the whole sample alongside less permeable ones, their discharges add. This is the same organizing idea as series and parallel resistors. For fixed fluid properties the corresponding hydraulic conductivities average in the same way.

Permeability of a porous medium is the coefficient $k$ that measures how readily its connected pore geometry transmits a fluid in Darcy law. Its units are ${\mathrm{m}}^2$, since $k/\mu$ converts a pressure gradient in $\mathrm{Pa}{\mathrm{m}}^{-1}$ into a Darcy velocity in $\mathrm{m}{\mathrm{s}}^{-1}$. Large open, well-connected passages generally give larger permeability of a porous medium than narrow or winding passages. Porosity alone cannot determine it: two samples can contain the same void volume but have different passage sizes and connectivity.

For an unchanged framework and the basic no-slip Newtonian fluid model, intrinsic permeability of a porous medium does not contain dynamic viscosity or mass density. These properties instead enter hydraulic conductivity $K=k\rho g/\mu$. At the same horizontal pressure gradient, replacing a liquid with another of twice the dynamic viscosity halves Darcy flux even though $k$ stays fixed. Structural changes, such as swelling or clogging, can change $k$; the independence claim assumes the pore geometry stays fixed.^[ref]

An isotropic sample has scalar permeability of a porous medium. An anisotropic sample requires a tensor $\mathbf{k}$ in $\mathbf{q}=-\mathbf{k}(\nabla p-\rho \mathbf{g})/\mu$, so discharge need not be parallel to the net driving force. Layered porous permeability gives a concrete example: arranging individually isotropic materials in horizontal layers produces different vertical and horizontal effective permeabilities.

Porous-media flow is fluid motion through the interconnected voids of a porous medium, such as a sand bed, a rock or a filter. Individual passages can be tiny and tortuous, yet their combined discharge can be predicted without resolving every passage. Darcy law supplies this bulk description when viscous resistance dominates pore-scale inertia; porosity measures how much space stores fluid, while permeability of a porous medium measures how readily that space transmits it.

The basic fully saturated model assumes one Newtonian fluid fills the connected pore space of a stationary solid framework, with incompressible flow, a small pore-scale Reynolds number, and averaging volumes large compared with individual pores but small compared with macroscopic variations. These are assumptions of the model developed below, rather than a claim that Darcy law describes every porous-media flow. Two-phase porous-media flow and poroelastic aquifers require additional constitutive and storage information.

For a first calculation, see Darcy flow through a homogeneous slab: a pressure drop determines the discharge, but porosity determines the corresponding pore velocity. Layered porous permeability then shows how geometry alone can make the bulk response anisotropic.