Skip to main content
Log in

Tensiometer reaction related to its filter dimensions

  • Published:
Transport in Porous Media Aims and scope Submit manuscript

Abstract

A theoretical model for tensiometers is presented. It is based on a new physical considerations: the tensiometer filter is a quasi-saturated porous medium and the transmission fluid in the cavity is in hydrostatic equilibrium and is incompressible. The evolution equations form a complete system which could be used and coupled in a wide number of situations once filter dimensions and geometry have been correctly defined. The model is applied to tensiometer design and leads to new design recommendations. It predicts the existence of two distinct evolution modes for tensiometers. The time constant of the first varies linearly with the ratio of filter thickness to contact area and that of the second varies according to the square of the filter thickness and is independent on the contract area. The model leads to the formulation of an equation for fine-filter tensiometers. This extends Richards and Neal's equation by taking fine-filter geometry and gravity into account.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Abbreviations

A :

area of surfaceS i

A n ,B n :

coefficients defined in Appendix B

C :

filter capacity

da :

boundary integration element

g :

constant gravity vector field

K :

permeability

L :

filter thickness

M f :

mass of transmission fluid exchanged for a unit variation of the potential

M mn :

components of a matrix defined in Appendix B

n :

porosity

n :

outward unit vector to filter rim (boundary)

N :

number of terms (Appendix B)

p :

pressure

P i ,p e :

internal, external pressure

q :

volume flux

r :

variable defined in Appendix B

r n :

coefficients defined in Appendix B

S :

global sensitivity and gauge sensitivity

S i ,S e ,S r :

filter rim

S f :

saturation of filter

t :

time

U :

velocity of the transmission fluid in the cavity

V :

volume of filter

V c :

volume of cavity

V p :

volume of parasitic fluid

x :

positional vector

z :

spatial coordinate

Β p :

compressibility of the parasitic fluid

Φ :

potential

Φ e :

potential outside of tensiometer

Φ i :

potential inside of tensiometer

Φ 0 :

initial potential

Φ p :

potential of parasitic fluid

η :

adimensional parameter defined in (5.8)

κ :

conductance

Μ :

dynamic viscosity

π :

pi

ρ :

density of transmission fluid

ρ p :

density of parasitic fluid

Τ :

temporal parameter and time constant

Ω :

adimensional temporal coordinate

ζ :

adimensional spatial coordinate

∇:

gradient operator

a·b :

scalar product ofa andb

a×b :

vector product ofa andb

Φ′:

partial derivative ofΦ with respect toζ

\(\dot \phi\) :

partial derivative ofΦ with respect toΩ

\(\bar \phi _e (t)\) :

mean geometrical value ofΦ e(t,x) defined in (4.7)

x ε V :

x belongs toV

References

  • Bear, J. and Verruijt, A.: 1987,Modelling Groundwater Flow and Pollution, Reidel, Dordrecht.

    Google Scholar 

  • Klute, A. and Gardner, W. R.: 1962, Tensiometer response time,Soil Sci. 93, 204–207.

    Google Scholar 

  • Miller, R. D.: 1951, A technique for measuring soil moisture tension in rapidly changing systems,Soil Sci. 72, 291–301.

    Google Scholar 

  • Richards, L. A.: 1931, Capillary conduction of liquids in porous medium,Physics 1, 318–333.

    Google Scholar 

  • Richards, L. A.: 1949, Methods of measuring soil moisture tension,Soil Sci. 72, 95–112.

    Google Scholar 

  • Richards, L. A. and Gardner, W.: 1936, Tensiometers for measuring the capillary tension of soil water,J. Amer. Soc. Agron. 28, 352–358.

    Google Scholar 

  • Richards, L. A. and Neal, O. R.: 1937, Some field observations with tensiometers,Soil Sci. Soc. Amer. Proc. 1, 71–91.

    Google Scholar 

  • Richards, L. A., Russel, M. B. and Neal, O. R.: 1938, Further development on apparatus for field moisture studies,Soil Sci. Soc. Amer. Proc. 2, 55–64.

    Google Scholar 

  • Towner, G. D.: 1980, Theory of time response of tensiometers,J. Soil Sci. 31, 607–621.

    Google Scholar 

  • Watson, K. K.: 1965, Some operating characteristics of a rapid response tensiometer system,Water Resour. Res. 1, 577–586.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

El Tani, M. Tensiometer reaction related to its filter dimensions. Transp Porous Med 20, 235–250 (1995). https://doi.org/10.1007/BF01073174

Download citation

  • Received:

  • Revised:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01073174

Key words

Navigation