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Permeability in fluid mechanics and the earth sciences (commonly symbolized as κ, or k) is a measure of the ability of a porous material (often, a rock or unconsolidated material) to allow fluids to pass through it.
Contents
- 1 Permeability
- 2 Units
- 3 Applications
- 4 Description
- 4.1 Relation to hydraulic conductivity
- 5 Determination
- 5.1 Permeability model based on conduit flow
- 6 Intrinsic and absolute permeability
- 7 Permeability to gases
- 8 Tensor permeability
- 9 Ranges of common intrinsic permeabilities
- 10 See also
- 11 Footnotes
- 12 References
- 13 External links
Permeability
Permeability is the property of rocks that is an indication of the ability for fluids (gas or liquid) to flow through rocks.
High permeability will allow fluids to move rapidly through rocks
Permeability is affected by the pressure in a rock.
The unit of measure is called the darcy, named after Henry Darcy (1803-1858).
Sandstones may vary in permeability from less than one to over 50,000 millidarcys (md).
Permeabilities are more commonly in the range of tens to hundreds of millidarcies.
A rock with 25% porosity and a permeability of 1 md will not yield a significant flow of water. Such “tight” rocks are usually artificially stimulated (fractured or acidized) to create permeability and yield a flow.
Units
The SI unit for permeability is m2. A practical unit for permeability is the darcy (d), or more commonly the millidarcy (md) (1 darcy 10−12m2). The name is in honor to the French Engineer Henry Darcy who first described the flow of water through sand filters for potable water supply. Permeability values for sandstones range typically from a fraction of a darcy to several darcys. The unit of cm2 is also sometimes used (1 cm2 = 10−4 m2 108 d).
Applications
The concept of permeability is of importance in determining the flow characteristics of hydrocarbons in oil and gas reservoirs, and of groundwater in aquifers.
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.
The concept has also many practical applications outside of geology, for example in chemical engineering (e.g., filtration).
Description
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:
Therefore:
where:
- is the superficial fluid flow velocity through the medium (i.e., the average velocity calculated as if the fluid were the only phase present in the porous medium) (m/s)
- is the permeability of a medium (m2)
- is the dynamic viscosity of the fluid (Pa·s)
- is the applied pressure difference (Pa)
- is the thickness of the bed of the porous medium (m)
In naturally occurring materials, permeability values range over many orders of magnitude (see table below for an example of this range).
Relation to hydraulic conductivity
The proportionality constant specifically for the flow of water through a porous media is called the hydraulic conductivity; permeability is a portion of this, and is a property of the porous media only, not the fluid. Given the value of hydraulic conductivity for a subsurface system, the permeability can be calculated as follows:
- where
- is the permeability, m2
- is the hydraulic conductivity, m/s
- is the dynamic viscosity of the fluid, kg/(m·s)
- is the density of the fluid, kg/m3
- is the acceleration due to gravity, m/s2.
Determination
Permeability is typically determined in the lab by application of Darcy's law under steady state conditions or, more generally, by application of various solutions to the diffusion equation for unsteady flow conditions.[1]
Permeability needs to be measured, either directly (using Darcy's law), or through estimation using empirically derived formulas. However, for some simple models of porous media, permeability can be calculated (e.g., random close packing of identical spheres).
Permeability model based on conduit flow
Based on Alen Hazen, permeability can be expressed as:
where:
- is the intrinsic permeability [length2]
- is a dimensionless constant that is related to the configuration of the flow-paths
- is the average, or effective pore diameter [length].
Intrinsic and absolute permeability
The terms intrinsic permeability and absolute permeability states that the permeability value in question is an intensive property (not a spatial average of a heterogeneous block of material), that it is a function of the material structure only (and not of the fluid), and explicitly distinguishes the value from that of relative permeability.
Permeability to gases
Sometimes permeability to gases can be somewhat different that those for liquids in the same media. One difference is attributable to "slippage" of gas at the interface with the solid[2] when the gas mean free path is comparable to the pore size (about 0.01 to 0.1 μm at standard temperature and pressure). See also Knudsen diffusion and constrictivity. For example, measurement of permeability through sandstones and shales yielded values from 9.0x10−19 m2 to 2.4x10−12 m2 for water and between 1.7x10−17 m2 to 2.6x10−12 m2 for nitrogen gas.[3] Gas permeability of reservoir rock and source rock is important in petroleum engineering, when considering the optimal extraction of shale gas, tight gas, or coalbed methane.
Tensor permeability
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 realised using a 3 by 3 matrix being both symmetric and positive definite (SPD matrix):
- The tensor is symmetric by the Onsager reciprocal relations.
- The tensor is positive definite as the component of the flow parallel to the pressure drop is always in the same direction as the pressure drop.
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 principal permeabilities.
Ranges of common intrinsic permeabilities
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.
As far as soils concerned, typical ranges of permeability coefficient for different soils can be found on Geotechdata.info database.
| 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 |
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
See also
- Hydraulic conductivity
- Hydrogeology
- Permeation
- Petroleum geology
- Relative permeability
- Klinkenberg correction
- Electrical resistivity measurement of concrete
- ^ "CalcTool: Porosity and permeability calculator". www.calctool.org. Retrieved 2008-05-30.
- ^ L. J. Klinkenberg, "The Permeability Of Porous Media To Liquids And Gases", Drilling and Production Practice, 41-200, 1941 (abstract).
- ^ J. P. Bloomfield and A. T. Williams, "An empirical liquid permeability-gas permeability correlation for use in aquifer properties studies". Quarterly Journal of Engineering Geology & Hydrogeology; November 1995; v. 28; no. Supplement_2; p.S143-S150. (abstract)
References
- Bear, Jacob, 1972. Dynamics of Fluids in Porous Media, Dover. — ISBN 0-486-65675-6
- Wang, H. F., 2000. Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology, Princeton University Press. ISBN 0-691-03746-9
External links
- Graphical depiction of different flow rates through materials of differing permeability
- Web-based porosity and permeability calculator given flow characteristics
- Florida Method of Test For Concrete Resistivity as an Electrical Indicator of its Permeability
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Geotechnical engineering
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- Exploration
- Investigation
- Testing
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| on-site |
- Cone penetration test
- Standard penetration test
- Monitoring well
- Borehole
- Crosshole sonic logging
- Nuclear densometer test
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| laboratory |
- 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
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| Soil |
- Clay
- Silt
- Sand
- Gravel
- Peat
- Loam
- Loess
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| properties |
- Soil classification
- Hydraulic conductivity
- Water content
- Void ratio
- Bulk density
- Thixotropy
- Reynolds' dilatancy
- Angle of repose
- Cohesion
- Porosity
- Permeability
- Specific storage
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| mechanics |
- Effective stress
- Pore water pressure
- Shear strength
- Overburden pressure
- Consolidation
- Compaction
- Shear wave
- Lateral earth pressure
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| Foundations |
- Shallow
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- Dynamic load testing
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| Retaining walls |
- Mechanically stabilized earth
- Soil nailing
- Tieback
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| Stability |
- Slope
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| Earthquakes |
- Soil liquefaction
- Response spectrum
- Seismic hazard
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| Geosynthetics |
- Geotextile
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- Geosynthetic clay liner
- Cellular confinement
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