TECHNICAL PAPERS
Jan 1, 2000

Measurement of Subsurface Unsaturated Hydraulic Conductivity

Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 1

Abstract

Measurement of unsaturated hydraulic conductivity is needed for precise control of water and solutes in the vadose zone. Because of the spatial variation of soils, a large number of surface and subsurface measurements are needed to characterize a field. In this work, permeameters were developed and tested for estimating subsurface unsaturated hydraulic conductivity. The permeameters apply water under tension; they are easy to use and have adequate accuracy. Unsaturated hydraulic conductivity was determined by measuring the steady flow rates for various values of negative pressure. Tests using a soil of known hydraulic conductivity showed that the permeameters provided valid measurements. Two types were used, a porous cloth model that was inflated against the soil and a porous ceramic cup that was rigid. The field testing determined that a rigid design using a ceramic cup coupled to the soil by a layer of fine sand was easier to use, was reliable, and provided good results.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Elrick, D. E., and Reynolds, W. D. (1992). “Methods for analyzing constant-head well permeameter data.” Soil Sci. Soc. Am. J., 56(1), 320–323.
2.
Gardner, W. R. (1958). “Some steady-state solutions of the unsaturated moisture flow equations with application to evaporation from a water table.” Soil Sci., 85(5), 244–249.
3.
Hayashi, M., van der Kamp, G., and Rudolph, D. L. (1997). “Use of tensiometer response time to determine the hydraulic conductivity of unsaturated soil.” Soil Sci., 162(8), 566–575.
4.
Heinen, M., and Raats, P. A. C. (1990). “Evaluation of two models describing the steady discharge from a constant head well permeameter into unsaturated soil.” Soil Sci., 150(1), 401–412.
5.
Philip, J. R. (1968). “Steady infiltration from buried point sources and spherical cavities.” Water Resour. Res., 4(5), 1039–1047.
6.
Philip, J. R., (1985a) (1985a). “Approximate analysis of the borehole permeameter in unsaturated soil.” Water Resour. Res., 21(7), 1025–1033.
7.
Philip, J. R. (1985b). “Steady adsorption from speroidal cavities.” Soil Sci. Soc. Am. J., 49(4), 828–830.
8.
Philip, J. R. (1992). “What happens near a quasi-linear point source.” Water Resour. Res., 28, 47–52.
9.
Reynolds, W. D., et al. (1985). “The constant head well permeameter effect of unsaturated flow.” Soil Sci., 139(2), 172–180.
10.
Reynolds, W. D., and Elrick, D. E. (1986). “A method for simultaneous in situ measurement in the vadose zone of field saturated hydraulic conductivity, sorptivity, and the conductivity-pressure head relationship.” Ground Water Monitoring Rev., 6(1), 84–95.
11.
Shan, C., and Stephens, D. (1993). “A borehole field method to determine unsaturated hydraulic conductivity.” Water Resour. Res., 29(8), 2763–2769.
12.
Shani U., Hanks, R. J., Bresler, E., and Oliveira, C. A. S. (1987). “Field method for estimating hydraulic conductivity and matric potential-water content relations.” Soil Sci. Soc. Am. J., 51(2), 298–302.
13.
Shani, U., and Or, D. (1995). “In situ method for estimating subsurface unsaturated hydraulic conductivity.” Water Resour. Res., 31(6), 1863–1870.
14.
Smettem, K. J. R., and Clothier, B. E. (1989). “Measuring unsaturated sorptivity and hydraulic conductivity using multiple disc permeameters.” J. Soil. Sci., 40(3), 563–568.
15.
van Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. Proc., 44(5), 892–898.
16.
Warrick, A. W. (1993a). “Comment on `What happens near a quasi-linear point source?”' Water Resour. Res., 29(9), 3299–3300.
17.
Warrick, A. W. (1993b). “Unsaturated-saturated flow near a quasi-linear line source.” Water Resour. Res., 29(11), 3759–3762.
18.
Warrick, A. W., and Rojano, A. (1999). “Effects of source cavity shape on steady, three-dimensional flow of soil gases.” Water Resour. Res., 35(5), 1425–1433.
19.
Zou, Z.-Y. ( 1999). “Determination of flow and transport properties in deep unsaturated soil profile,” PhD dissertation, Dept. of Soil, Water and Envir. Sci., University of Arizona, Tucson, Arizona.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 126Issue 1January 2000
Pages: 21 - 27

History

Received: Sep 21, 1998
Published online: Jan 1, 2000
Published in print: Jan 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE
Res. Assoc., Dept. of Agric. and Biosystems Engrg., Univ. of Arizona, Tucson, AZ 85721.
Assoc. Prof., Dept. of Agric. and Biosystems Engrg., Univ. of Arizona, Tucson, AZ. E-mail: [email protected]
Prof., Dept. of Soil, Water, and Envir. Sci., Univ. of Arizona, Tucson, AZ. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share