TECHNICAL PAPERS
Apr 1, 1998

Method to Estimate Water Storage Capacity of Capillary Barriers

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 4

Abstract

This paper presents a method to estimate the additional storage capacity derived from the presence of a capillary break or barrier beneath a soil layer used in a surface cover system. The method involves first estimating the suction head profile in the soil layer at breakthrough. Then, using a relationship between suction head and water content (i.e., the moisture characteristic function), the corresponding water content profile is derived. Integrating the water content over the depth of the soil layer yields the total water in the layer from which the net storage capacity can be determined. Good agreement was obtained between the water storage capacity calculated using this method to those derived from numerical simulations. Example calculations illustrate the influence of the overlying soil texture, thickness, and the water entry head of the coarse layer on the storage capacity of a capillary barrier system. The paper also discusses how the moisture characteristic curve provides insight into the expected storage capacity for a soil in a capillary barrier configuration.

Get full access to this article

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

References

1.
Anderson, J. E., Nowak, R. S., Ratzlaff, T. D., and Markham, O. D.(1993). “Managing soil moisture on waste burials sites in arid regions.”J. Envir. Quality, 22, 62–69.
2.
Baker, R. S., and Hillel, D.(1990). “Laboratory tests of a theory of fingering during infiltration into layered soils.”Soil Sci. Soc. Am. J., 54, 20–30.
3.
Brooks, R., and Corey, A. (1964). “Hydraulic properties of porous media.”Hydrology Paper 3, Colorado State University, Fort Collins, Colo.
4.
Carsel, R. F., and Parrish, R. S.(1988). “Developing joint probability distributions of soil water retention characteristics.”Water Resour. Res., 24(5), 755–769.
5.
Cassel, D. K., and Nielsen, D. R. (1986). “Field capacity and available water capacity.”Methods of soil analysis, part 1. Physical and mineralogical methods, Agronomy Monograph No. 9, 2nd Ed., Soil Science Society of America, Madison, Wis.
6.
Gee, G. W., Wierenga, P. J., Andraski, B. J., Young, M. H., Fayer, M. J., and Rockhold, M. L.(1994). “Variations in water balance and recharge potential at three Western Desert sites.”Soil Sci. Soc. Am. J., 58, 63–72.
7.
Hakonson, T. E., Lane, L. J., Nyhan, J. W., Barnes, F. J., and DePoorter, G. L. (1989). “Trench-cover systems for manipulating water balance on low-level radioactive-waste repository sites.”U.S. Geological Circular 1036, 73–80.
8.
Johnson, T. M., Cartwright, K., Herzog, B. L., and Larson, T. H. (1983). “Modeling of moisture movement through layered trench covers.”Role of the unsaturated zone in radioactive and hazardous waste disposal, J. W. Mercer, P. S. C. Rao, and I. W. Marine, eds., Ann Arbor Science, Ann Arbor, Mich., 11–26.
9.
Jury, W. A., Gardner, W. R., and Gardner, W. H. (1991). Soil physics. 5th Ed., John Wiley & Sons, Inc., New York, N.Y.
10.
Morris, C. E., and Stormont, J. C.(1997a). “Capillary barriers and subtitle D covers: estimating equivalency.”J. Envir. Engrg., ASCE, 123(1), 3–10.
11.
Morris, C. E., and Stormont, J. C. (1997b). “Numerical simulations of capillary barrier field tests.”Proc., 1997 Int. Containment Technol. Conf., St. Petersburg, Fla., 275–281.
12.
Schroeder, P. R., Aziz, N. M., Lloyd, C. M., and Zappi, P. A. (1994). “The Hydrologic Evaluation of Landfill Performance (HELP) model: user's guide for version 3.”EPA/600/9-94/xxx, U.S. Environmental Protection Agency Risk Reduction Engineering Laboratory, Cincinnati, Ohio.
13.
Stephens, D. B. (1995). Vadose zone hydrology. CRC Press, Boca Raton, Fla.
14.
Stormont, J. C. (1997). “Incorporating capillary barriers in surface cover systems.”Conf. Proc. of Landfill Capping in the Semi-Arid West: Problems, Perspectives, and Solutions, T. D. Reynolds and R. C. Morris, eds., Environmental Science and Research Foundation, Idaho Falls, Idaho, 39–51.
15.
Travis, B. J., and Birdsell, K. H. (1991). “TRACR3D: a model of flow and transport in porous media.”LA-11798-M (UC-814), Los Alamos National Laboratories, Los Alamos, N.M.
16.
van Genuchten, M. T.(1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.”Soil Sci. Soc. Am. J., 44, 892–898.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124Issue 4April 1998
Pages: 297 - 302

History

Published online: Apr 1, 1998
Published in print: Apr 1998

Permissions

Request permissions for this article.

Authors

Affiliations

John C. Stormont
Assoc. Prof., Dept. of Civ. Engrg., Univ. of New Mexico, Albuquerque, NM 87131; E-mail [email protected].
Carl E. Morris, Members, ASCE
Lect., Dept. of Civ. and Mining Engrg., Univ. of Wollongong, Wollongong, NSW 2522, Australia; 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