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In the earth sciences, permeability (commonly symbolized as κ, or k) is a measure of the ability of a material (typically, a rock or unconsolidated material) to transmit fluids. It is of great importance in determining the flow characteristics of hydrocarbons in oil and gas reservoirs, and of groundwater in aquifers.
The intrinsic permeability of any porous material is:
where
Permeability needs to be measured, either directly (using Darcy\'s law) or through estimation using empirically derived formulas.
A common unit for permeability is the darcy (D), or more commonly the millidarcy (mD) (1 darcy 10−12m2). Other units are cm2 and the SI m2.
Permeability is part of the proportionality constant in Darcy\'s law which relates discharge (flow rate) and fluid physical properties (e.g. viscosity), to a pressure gradient applied to the porous media. The proportionality constant specifically for the flow of water through a porous media is the hydraulic conductivity; permeability is a portion of this, and is a property of the porous media only, not the fluid. In naturally occurring materials, it ranges over many orders of magnitude (see table below for an example of this range).
For a rock to be considered as an exploitable hydrocarbon reservoir without stimulation, its permeability must be greater than approximately 100 mD (depending on the nature of the hydrocarbon - gas reservoirs with lower permeabilities are still exploitable because of the lower viscosity of gas with respect to oil). Rocks with permeabilities significantly lower than 100 mD can form efficient seals (see petroleum geology). Unconsolidated sands may have permeabilities of over 5000 mD.
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To model permeability in anisotropic media, a permeability tensor is needed. Pressure can be applied in three directions, and for each direction, permeability can be measured (via Darcy\'s law in 3D) in three directions, thus leading to a 3 by 3 tensor. The tensor is realized using a 3 by 3 matrix being both symmetric and positive definite (SPD matrix):
The permeability tensor is always diagonalizable (being both symmetric and positive definite). The eigenvectors will yield the principal directions of flow, meaning the directions where flow is parallel to the pressure drop, and the eigenvalues representing the magnitude of flow along principal directions.
These values do not depend on the fluid properties; see the table derived from the same source for values of hydraulic conductivity, which are specific to the material through which the fluid is flowing.
| Permeability | Pervious | Semi-Pervious | Impervious | ||||||||||
| Unconsolidated Sand & Gravel | Well Sorted Gravel | Well Sorted Sand or Sand & Gravel | Very Fine Sand, Silt, Loess, Loam | ||||||||||
| Unconsolidated Clay & Organic | Peat | Layered Clay | Fat / Unweathered Clay | ||||||||||
| Consolidated Rocks | Highly Fractured Rocks | Oil Reservoir Rocks | Fresh Sandstone | Fresh Limestone, Dolomite | Fresh Granite | ||||||||
| κ (cm2) | 0.001 | 0.0001 | 10−5 | 10−6 | 10−7 | 10−8 | 10−9 | 10−10 | 10−11 | 10−12 | 10−13 | 10−14 | 10−15 |
| κ (millidarcy) | 10+8 | 10+7 | 10+6 | 10+5 | 10,000 | 1,000 | 100 | 10 | 1 | 0.1 | 0.01 | 0.001 | 0.0001 |
Source: modified from Bear, 1972
| Topics in geotechnical engineering | |
|---|---|
| Soils | Clay · Silt · Sand · Gravel · Peat |
| Soil properties | Hydraulic conductivity · Water content · Void ratio · Bulk density · Thixotropy · Reynolds\' dilatancy · Angle of repose · Cohesion · Porosity · Permeability · Specific storage |
| Soil mechanics | Effective stress · Pore water pressure · Shear strength · Overburden pressure · Consolidation · Soil compaction · Soil classification · Shear wave |
| Geotechnical investigation | Cone penetration test · Standard penetration test · Exploration geophysics · Monitoring well · Borehole |
| Laboratory tests | Atterberg limits · California bearing ratio · Direct shear test · Hydrometer · Proctor compaction test · R-value · Sieve analysis · Triaxial shear test · Hydraulic conductivity tests · Water content tests |
| Field tests | Crosshole sonic logging · Nuclear Densometer Test |
| Foundations | Bearing capacity · Shallow foundation · Deep foundation · Dynamic load testing · Wave equation analysis |
| Retaining walls | Lateral earth pressure · Mechanically stabilized earth · Soil nailing · Tieback · Gabion · Slurry wall |
| Slope stability | Mass wasting · Landslide |
| Earthquakes | Soil liquefaction · Response spectrum · Seismic hazard · Ground-structure interaction |
| Geosynthetics | Geotextile · Geomembranes · Geosynthetic clay liner |
| Instrumentation for Stability Monitoring | Deformation Monitoring · Automated Deformation Monitoring |
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