Construct · 3 fields · 4 citations

capillarity: one construct, many systems

One name. One construct. Different systems. One map.

● invariant · one construct, three systems Nearest construct by meaning·not indexed
same surface-tension physics in soil poressame physics governing fluids in rock porescapillarity3 SYSTEMSCapillary actionYOUNG · 1805Capillary conductionRICHARDS · 1931Capillary pressureLEVERETT · 1941

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2026

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Physics

Surface tension drives liquid into narrow spaces

In physics, capillarity is the movement of a liquid through narrow spaces driven by surface tension and the liquid's attraction to the surrounding solid, so that a wetting liquid climbs a thin tube and rises higher the narrower the tube. Young's 1805 An essay on the cohesion of fluids gave the account of contact angle and the balance of surface forces at the liquid edge that underlies the effect, later paired with Laplace's law for the curved interface. The referent is an interfacial force balance, quantified by the capillary rise height and the pressure jump across a curved meniscus, and it is the same physics that holds water in soil and traps oil in rock.[1][2]

Unit
The capillary rise height, set by surface tension, contact angle, and pore radius
Recovery means
Not applicable
Measured by
Quantified by rise height in a capillary tube, contact-angle measurement, and the Young–Laplace pressure across the meniscus

Soil physics

Pores pull and hold water against gravity

In soil physics the same force governs how water is held and moved in the ground: the fine pore spaces between soil grains act as a tangle of irregular capillaries that draw water upward from a water table and retain it against gravity, so that the energy state of soil water (its matric potential) rises steeply as the soil dries. Richards's 1931 Capillary conduction of liquids through porous mediums turned this into the governing flow equation that still bears his name, linking water content, potential, and unsaturated conductivity. It is the identical surface-tension capillarity of a glass tube, realised in a disordered granular medium, and measured by soil-water potential and retention curves rather than by a single rise height.[3]

Unit
The matric (capillary) potential holding water in unsaturated soil pores
Recovery means
Not applicable
Measured by
Measured by tensiometers, soil-water retention (characteristic) curves, and unsaturated hydraulic conductivity from the Richards equation

Petroleum engineering

Pore pressure decides how much oil can be freed

In petroleum and reservoir engineering the same construct sets how oil, water, and gas share the pore space of a rock: the pressure difference across the curved interface between two immiscible fluids in a pore, the capillary pressure, decides which fluid wets the grains, how high a fluid rises above a contact, and how much oil clings to the rock and resists displacement. Leverett's 1941 Capillary behavior in porous solids showed that these pressures collapse onto a single dimensionless function of saturation, the Leverett J-function, across different rocks. It is the same surface-tension capillarity as in a tube or a soil, measured here by capillary-pressure–saturation curves and used to estimate recoverable oil.[4]

Unit
The capillary pressure across an immiscible fluid interface as a function of saturation
Recovery means
Not applicable
Measured by
Determined by capillary-pressure–saturation curves (mercury injection, porous-plate), the Leverett J-function, and wettability tests

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Nearby constructs

tension7 fields · 14 citationsjingle · one name, six constructswetting3 fields · 3 citationsjingle · one word, three constructsattraction3 fields · 5 citationsjingle · one word, three constructs

References

  1. Young, T. (1805). An essay on the cohesion of fluids. Philosophical Transactions of the Royal Society of London, 95, 65–87. https://doi.org/10.1098/rstl.1805.0005
  2. de Gennes, P.-G., Brochard-Wyart, F., & Quéré, D. (2004). Capillarity and wetting phenomena: Drops, bubbles, pearls, waves. Springer. ISBN 9780387005928
  3. Richards, L. A. (1931). Capillary conduction of liquids through porous mediums. Physics, 1(5), 318–333. https://doi.org/10.1063/1.1745010
  4. Leverett, M. C. (1941). Capillary behavior in porous solids. Transactions of the AIME, 142(1), 152–169. https://doi.org/10.2118/941152-G

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