TECHNICAL PAPERS
Mar 1, 1991

Drainage of Clay Overlying Artesian Aquifer. II: Technical Analysis

Publication: Journal of Irrigation and Drainage Engineering
Volume 117, Issue 2

Abstract

Subsurface drains in clay soil overlying a shallow artesian aquifer intercept water from the aquifer and the deep percolation from the root zone. Flow down the backfilled drain‐line trench is significant immediately after irrigation. The zone of influence of such drains is very limited, and only a small percentage of deep percolation is intercepted by the drains. A mathematical model is constructed to simulate these different sources of flows contributing to total drain flow. The model was calibrated with field data described in the companion paper, and results from the model were used to develop empirical equations quantifying the contribution of flows from different sources to total drain flows.

Get full access to this article

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

References

1.
Abdel‐Dayem, M. S., Bazara, A. S., Amer, A. M., and Willardson, L. S. (1988). “Analytical transient solutions for drains in artesian conditions.” ASAE Trans., 31(3), 743–749.
2.
Bear, J., and Veruijt, A. (1987). Modelling groundwater flow and pollution. D. Reidel Publishing Company, Boston, Mass.
3.
Corey, A. T. (1986). Mechanics of immiscible fluids in porous media. Water Resources Publications, Littleton, Colo., 185–190.
4.
Deverel, S. J., and Fuji, R. (1988). “Processes affecting the distribution of selenium in shallow groundwater areas, Western San Joaquin Valley, California.” Water Resour. Res., 12(4), 516–524.
5.
Fio, J. L., and S. J. Deverel. (1990). Ground‐water flow and solute movement to drain laterals, western San Joaquin Valley, California. USGS Open‐File Report 90–137, 15 pp.
6.
Grismer, M. E., Tod, I. C., and Robinson, F. E. (1988). “Drainage system performance after 20 years.” Calif. Agr., 42(3), 24–25.
7.
Grismer, M. E., and Tod, I. C. (1991). “Drainage of clay overlying artesian aquifer: I. Hydrologic Assessment.” J. Irrig. and Drain. Engrg., ASCE, 117(2), 555–570.
8.
Hersmeier, L. F. (1973). “Shallow drain performance in a heavy soil.” ASAE Trans., 16, 92–94.
9.
Hinsley, T. D., and Kirkham, D. (1966). “Theory of flow nets for rain and artesian water seeping into soil drains.” Water Resour. Res., 2(3), 497–511
10.
Linsley, R. K., Kohler, M. A., and Paulhus, J. H. (1982). Hydrology for engineers. McGraw‐Hill, New York, N.Y.
11.
Najamii, M., Kirkham, D., and Dougal, M. D. (1978). “Tube drainage in stratified soil above an aquifer.” J. Irrig. and Drain. Engrg., ASCE, 104(2), 209–228.
12.
Robinson, F. E., and Luthin, J. N. (1967). “Comparison of deep and shallow drain tile for reduction of soil salinity.” Calif. Agr., 21(1), 2–4.
13.
Robinson, F. E., and Luthin, J. N. (1968). “Comparison of three commercial drain tiles in heavy clay soil in Imperial Valley.” Calif. Agr., 22.
14.
Tod, I. C. (1989). “Irrigation and drainage of heavy clay soil,” thesis presented to the University of California, Davis, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
15.
van der Tak, L. D., and Grismer, M. E. (1987). “Irrigation, drainage and soil salinity in cracking soils.” ASAE Trans., 30(3), 740–744.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 117Issue 2March 1991
Pages: 271 - 284

History

Published online: Mar 1, 1991
Published in print: Mar 1991

Permissions

Request permissions for this article.

Authors

Affiliations

I. C. Tod
Consulting Engr., Cambridge, England CB4 3EJ
M. E. Grismer
Prof., Dept. of Land, Air and Water Resources, Univ. of California, Davis, CA 95616

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