- Hydraulic conductivity
**Hydraulic conductivity**, symbolically represented as $K$, is a property of vascular plants, soil or rock, that describes the ease with which water can move through pore spaces or fractures. It depends on the intrinsic permeability of the material and on the degree of saturation. Saturated hydraulic conductivity, "K_{sat}", describes water movement through saturated media. One application of it is theStarling equation , which calculates flow across walls ofcapillaries .**Derivation through Darcy's law**Hydraulic conductivity is the proportionality constant in

Darcy's law , which relates the amount of water which will flow through a unit cross-sectional area ofaquifer under a unit gradient ofhydraulic head . It is analogous to the thermal conductivity of materials in heat conduction, or the inverse of resistivity in electrical circuits. The hydraulic conductivity ("K" — the English letter "kay") is specific to the flow of a certain fluid (typically water, sometimes oil or air); intrinsic permeability ("κ" — theGreek letter "kappa") is a parameter of a porous media which is independent of the fluid. This means that, for example, "K" will increase if the water in a porous medium is heated (reducing the viscosity of the water), but "κ" will remain constant. The two are related through the following equation::$K\; =\; frac\{kappa\; gamma\}\{mu\}$where:$K$ is the hydraulic conductivity [LT

^{-1}or m s^{-1}] ;:$kappa$ is the intrinsic permeability of the material [L^{2}or m^{2}] ;:$gamma$ is thespecific weight of water [ML^{-2}T^{-2}or N m^{-3}] , and;:$mu$ is thedynamic viscosity of water [ML^{-1}T^{-1}or kg m^{-1}s^{-1}] .**Estimation of hydraulic conductivity****Direct estimation**Hydraulic conductivity can be measured by applying

Darcy's law on the material. Such experiments can be conducted by creating a hydraulic gradient between two points, and measuring the flow rate (Oosterbaan and Nijland R.J.Oosterbaan and H.J.Nijland, 1994, Determination of the Saturated Hydraulic Conductivity. In: H.P.Ritzema (ed.) Drainage Principles and Applications, ILRI Publication 16, p.435-476. International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands. ISBN 90 70754 3 39.

Free download from the Articles page of : [*http://www.waterlog.info*] . ) .**Empirical estimation**Shepherd [

*cite journal|author=Shepherd, Russell G. |year=1989 |title=Correlations of permeability and grain-size |journal=Ground Water |volume=27 |issue=5 |pages=633–638 |doi=10.1111/j.1745-6584.1989.tb00476.x*] derived an empirical formula for approximating hydraulic conductivity from grain size analyses::$K\; =\; a\; (D\_\{10\})^b$where:$a$ and $b$ are empirically derived terms based on the soil type, and:$D\_\{10\}$ is thediameter of the 10percentile grain size of the materialNote: Shepherd's Figure 3 clearly shows the use of $d\_\{50\}$, not $d\_\{10\}$, measured in mm. Therefore the equation should be $K\; =\; a\; (d\_\{10\})^b$. His figure shows different lines for materials of different types, based on analysis of data from others with $d\_\{50\}$ up to 10 mm.**Pedotransfer function**A

pedotransfer function (PTF) is a specialized empirical estimation method, used primarily in thesoil science s, however has increasing use in hydrogeology [*cite journal |author=Wösten, J.H.M., Pachepsky, Y.A., and Rawls, W.J. |title=Pedotransfer functions: bridging the gap between available basic soil data and missing soil hydraulic characteristics |year=2001 |volume=251 |pages=123–150 |doi=10.1016/S0022-1694(01)00464-4 |journal=Journal of Hydrology*] . There are many different PTF methods, however, they all attempt to determine soil properties, such as hydraulic conductivity, given several measured soil properties, such as soilparticle size , andbulk density .**Experimental approach**There are relatively simple and inexpensive laboratory tests that may be run to determine the hydraulic conductivity of a soil: constant-head method and falling-head method.

**Constant-head method**The constant-head method is typically used on granular soil. This procedure allows water to move through the soil under a steady state head condition while the quantity (volume) of water flowing through the soil specimen is measured over a period of time. By knowing the quantity $Q$ of water measured, length $L$ of specimen, cross-sectional area $A$ of the specimen, time $t$ required for the quantity of water $Q$ to be discharged, and head $h$, the hydraulic conductivity can be calculated:

:$Q\; =\; Avt,$

Using

Darcy's Law , $v\; =\; Ki,$,yields $Q\; =\; frac\{AKht\}\{L\}$

Solving for $K$ gives,:$K\; =\; frac\{QL\}\{Ath\}$

**Falling-head method**The falling-head method is very similar to the constant head methods in its initial setup; however, the advantage to the falling-head method is that can be used for both fine-grained and coarse-grained soils. The soil sample is first saturated under a specific head condition. The water is then allowed to flow through the soil without maintaining a constant pressure head [

*Liu, Cheng "Soils and Foundations." Upper Saddle River, New Jersey: Prentice Hall, 2001 ISBN 0-13-025517-3*] .:$K\; =\; frac\{2.3aL\}\{At\}logleft(frac\{h\_1\}\{h\_2\}\; ight)$

**Transmissivity**The

**transmissivity**, $T$, of anaquifer is a measure of how much water can be transmitted horizontally, such as to a pumping well:: $T\; =\; K\_s\; ,\; b$Transmissivity is directly proportional to the aquifer thickness. For a confined aquifer, this remains constant, as the saturated thickness remains constant. The aquifer thickness of an unconfined aquifer is from the base of the aquifer (or the top of theaquitard ) to thewater table . The water table can fluctuate, which changes the transmissivity of the unconfined aquifer. This may providepositive feedback of a pumping well that is pumping more than can be provided by the aquifer, where the transmissivity drops as the well pumps, thus eventually reducing the aquifer to the height of the pumping well screen.**Transmissivity**should not be confused with similar wordtransmittance (used inoptics ),which means fraction of incident light that passes through a sample.**Relative properties**Because of their high porosity and permeability,

sand andgravel aquifer s have higher hydraulic conductivity thanclay or unfracturedgranite aquifer. Sand or gravel aquifers would thus be easier to extract water from (e.g., using a pumping well) because of their high transmissivity, compared to clay or unfractured bedrock aquifers.Hydraulic conductivity has units with dimensions of length per time (e.g., m/s, ft/day and (gal/day)/ft² ); transmissivity then has units with dimensions of length squared per time. The following table gives some typical ranges (illustrating the many orders of magnitude which are likely) for "K" values.

Hydraulic conductivity ("K") is one of the most complex and important of the properties of aquifers in hydrogeology as the values found in nature:

* range over manyorders of magnitude (the distribution is often considered to be lognormal),

* vary a large amount through space (sometimes considered to berandom ly spatially distributed, orstochastic in nature),

* are directional (in general "K" is a symmetric second-ranktensor ; e.g., vertical "K" values can be several orders of magnitude smaller than horizontal "K" values),

* are scale dependent (testing a m³ of aquifer will generally produce different results than a similar test on only a cm³ sample of the same aquifer),

* must be determined indirectly through field pumping tests, laboratory column flow tests or inverse computer simulation, (sometimes also from grain size analyses), and

* are very dependent (in a non-linear way) on the water content, which makes solving the unsaturated flow equation difficult. In fact, the variably saturated "K" for a single material varies over a wider range than the saturated "K" values for all types of materials (see chart below for an illustrative range of the latter).**Ranges of values for natural materials****Table of saturated hydraulic conductivity ("K") values found in nature**Values are for typical fresh

groundwater conditions — using standard values ofviscosity andspecific gravity for water at 20°C and 1 atm. See the similar table derived from the same source for intrinsic permeability values. [*cite book |author=Bear, J. |year=1972 |title=Dynamics of Fluids in Porous Media |publisher=*]Dover Publications |isbn=0-486-65675-6Source: modified from Bear, 1972

**ee also***

Aquifer test

*Pedotransfer function –for estimating hydraulic conductivities given soil properties**References**

*Wikimedia Foundation.
2010.*

### Look at other dictionaries:

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