Jurin's Law
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Jurin's Law
Capillary rise or fall in a tube.

Jurin's law, or capillary rise, is the simplest analysis of capillary action--the induced motion of liquids in small channels[1]--and states that the maximum height of a liquid in a capillary tube is inversely proportional to the tube's diameter. Capillary action is one of the most common fluid mechanical effects explored in the field of microfluidics. Jurin's law is named after James Jurin, who discovered it between 1718 and 1719.[2] His quantitative law suggests that the maximum height of liquid in a capillary tube is inversely proportional to the tube's diameter. The difference in height between the surroundings of the tube and the inside, as well as the shape of the meniscus, are caused by capillary action. The mathematical expression of this law can be derived directly from hydrostatic principles and the Young-Laplace equation. Jurin's law allows the measurement of the surface tension of a liquid and can be used to derive the capillary length.[3]

## Formulation

The law is expressed as[3]

${\displaystyle \qquad h={\frac {2\gamma \cos \theta }{\rho gr_{0}}}}$,

where

It is only valid if the tube is cylindrical and has a radius (r0) smaller than the capillary length (${\displaystyle \lambda _{\rm {c}}^{2}=\gamma /\rho g}$). In terms of the capillary length, the law can be written as

${\displaystyle \lambda _{\rm {c}}^{2}={\frac {hr_{0}}{2\cos \theta }}}$.

## Examples

Water height in a capillary tube plotted against diameter.

For a water-filled glass tube in air at standard conditions for temperature and pressure, at 20 °C, , and . For these values, the height of the water column is

${\displaystyle h\approx {{1.48\times 10^{-5}} \over r_{0}}\ {\mbox{m}}.}$

Thus for a 2 m (6.6 ft) radius glass tube in lab conditions given above, the water would rise an unnoticeable 0.007 mm (0.00028 in). However, for a 2 cm (0.79 in) radius tube, the water would rise 0.7 mm (0.028 in), and for a 0.2 mm (0.0079 in) radius tube, the water would rise 70 mm (2.8 in).

Capillary action is used by many plants to bring up water from the soil. For tall trees (larger than ~10 m (32 ft)), other processes like osmotic pressure and negative pressures are also important.[4]

## History

During the 15th century, Leonardo da Vinci was one of the first to propose that mountain streams could result from the rise of water through small capillary cracks.[3][5]

It is later, in the 17th century, that the theories about the origin of capillary action begin to appear. Jacques Rohault erroneously supposed that the rise of the liquid in a capillary could be due to the suppression of air inside and the creation of a vacuum. The astronomer Geminiano Montanari was one of the first to compare the capillary action to the circulation of sap in plants. Additionally, the experiments of Giovanni Alfonso Borelli determined in 1670 that the height of the rise was inversely proportional to the radius of the tube.

Francis Hauksbee, in 1713, refuted the theory of Rohault through a series of experiments on capillary action, a phenomenon that was observable in air as well as in vacuum. Hauksbee also demonstrated that the liquid rise appeared on different geometries (not only circular cross sections), and on different liquids and tube materials, and showed that there was no dependence on the thickness of the tube walls. Isaac Newton reported the experiments of Hauskbee in his work Opticks but without attribution.[3][5]

It was the English physiologist James Jurin, who finally in 1718[2] confirmed the experiments of Borelli and the law was named in his honour.[3][5]

## Derivation

Scheme showing the relevant variables to the problem for a positive height.

The height ${\displaystyle h}$ of the liquid column in the tube is constrained by the hydrostatic pressure and by the surface tension. The following derivation is for a liquid that rises in the tube; for the opposite case when the liquid is below the reference level, the derivation is analogous but pressure differences may change sign.[1]

### Laplace pressure

Above the interface between the liquid and the surface, the pressure is equal to the atmospheric pressure ${\displaystyle p_{\rm {atm}}}$. At the meniscus interface, due to the surface tension, there is a pressure difference of ${\displaystyle \Delta p=p_{\rm {atm}}-p_{\rm {int}}}$, where ${\displaystyle p_{\rm {int}}}$is the pressure on the convex side; and ${\displaystyle \Delta p}$ is known as Laplace pressure. If the tube has a circular section of radius ${\displaystyle r_{0}}$, and the meniscus has a spherical shape, the radius of curvature is ${\displaystyle r=r_{0}/\cos \theta }$, where ${\displaystyle \theta }$ is the contact angle. The Laplace pressure is then calculated according to the Young-Laplace equation:

${\displaystyle \Delta p={\frac {2\gamma }{r}},}$
where ${\displaystyle \gamma }$ is the surface tension.

### Hydrostatic pressure

Outside and far from the tube, the liquid reaches a ground level in contact with the atmosphere. Liquids in communicating vessels have the same pressures at the same heights, so a point ${\displaystyle {\rm {w}}}$, inside the tube, at the same liquid level as outside, would have the same pressure ${\displaystyle p_{\rm {w}}=p_{\rm {atm}}}$. Yet the pressure at this point follows a vertical pressure variation as

${\displaystyle p_{\rm {w}}=p_{\rm {int}}+\rho gh,}$

where ${\displaystyle g}$ is the gravitational acceleration and ${\displaystyle \rho }$ the density of the liquid. This equation means that the pressure at point ${\displaystyle {\rm {w}}}$ is the pressure at the interface plus the pressure due to the weight of the liquid column of height ${\displaystyle h}$. In this way, we can calculate the pressure at the convex interface

${\displaystyle p_{\rm {int}}=p_{\rm {w}}-\rho gh=p_{\rm {atm}}-\rho gh.}$

### Result at equlibrium

The hydrostatic analysis shows that ${\displaystyle \Delta p=\rho gh}$, combining this with the Laplace pressure calculation we have:

${\displaystyle \rho gh={\frac {2\gamma \cos \theta }{r_{0}}},}$
solving for ${\displaystyle h}$ returns Jurin's law.

## References

1. ^ a b Rapp, E., Bastian. Microfluidics : modeling, mechanics and mathematics. Kidlington, Oxford, United Kingdom. ISBN 9781455731510. OCLC 966685733.
2. ^ a b See:
3. Quéré, David; Brochard-Wyart, Françoise; Gennes, Pierre-Gilles de (2004), "Capillarity and Gravity", Capillarity and Wetting Phenomena, Springer, New York, NY, pp. 33-67, doi:10.1007/978-0-387-21656-0_2, ISBN 9781441918338
4. ^ Karen Wright (March 2003). "The Physics of Negative Pressure". Discover. Archived from the original on 8 January 2015. Retrieved 2015.
5. ^ a b c Bush, John W. M. (3 June 2013). "18.357 Interfacial Phenomena Fall 2010" (PDF). MIT OpenCourseware. Retrieved 2018.