TECHNICAL PAPERS
Jan 1, 2000

Transient Ditch Drainage of Two-Layered Soil

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

Abstract

The analytical solution to the problem of transient drainage without replenishment for a two-layered soil, by applying Girinsky's potential, has been presented. The effect of various parameters on drainage has been evaluated, and a set of relationships has been developed that may help in the design of drainage in layered soils. The proposed analytical solutions have been experimentally investigated on a vertical Hele-Shaw model in which the two-layered soil conditions were simulated. The comparison of results of proposed analytical solutions with the experimentally observed ones in the Hele-Shaw model showed that the experimentally observed and predicted midpoint water tables were found to be in good agreement for the entire duration of the experiment. The proposed theoretical model may be utilized for transient design of a drainage system in a two-layered soil.

Get full access to this article

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

References

1.
Aravin, V. I., and Numerov, S. N. ( 1965). Theory of motion of liquids and gases in undeformable porous media. Israel programme for Scientific Translation, Jerusalem.
2.
Dagan, G. (1965). “Steady drainage of two-layered soils.”J. Irrig. and Drain. Engrg., ASCE, 91(3), 51–64.
3.
Dumm, L. D. (1954). “Drain spacing formula: New formula for determining depth and spacing of subsurface drain in irrigated lands.” Agric. Engrg., 35, 726–730.
4.
Girinsky, N. K. ( 1946). “Complex potential of free surface flew in a layer of comparatively small thickness at K = f(z).” Doklady A. N., S.S.R., 51(5), 337–338 (in Russian).
5.
Glover, R. E. (1966). Ground water movement. A Water Resources Technical Publication, Engineering Monograph No. 31. U.S. Department of the Interior, Bureau of Reclamation.
6.
Kirkham, D. (1951). “Seepage into drains in stratified soils.” Trans. Am. Geophys. Union, 35, 775–790.
7.
Kirkham, D. (1954). “Seepage of artesian and surface water into drain tubes in stratified soils.” Trans. Am. Geophys. Union, 35, 775–790.
8.
Najamii, M., Kirkham, D., and Dougal, M. D. (1978). “Tube drainage in stratified soil above an aquifer.”J. Irrig. and Drain. Div., ASCE, 104(2), 209–228.
9.
Polubarinova-Kochina, P.-Ya. (1962). Theory of ground water movement. Princeton University, Princeton, N.J.
10.
Sharma, H. C., Chauhan, H. S., Kapoor, P. N., and Sewa Ram. (1991). “Ditch drainage in layered soils.”J. Irrig. and Drain. Engrg., ASCE, 117(2), 184–200.
11.
Tang, Y. K., and Skaggs, R. W. (1978). “Subsurface drainage in soils with high hydraulic conductivity layers.” Trans. ASAE, 29(3), 515–521.
12.
Todd, D. K. (1954). “Unsteady flow in porous media by means of a Hele-Shaw viscous fluid model.” Trans. Am. Geophys. Union, 35(6), 905–916.
13.
Toksoz, S., and Kirkham, D. (1971). “Steady drainage of layered soils. I, Theory.”J. Irrig. and Drain. Div., ASCE, 97, 1–18.
14.
Walter, M. F., Black, R. D., and Zwerman, P. J. (1979). “Tile flow response in layered soils.” Trans. ASCE, 22(3), 577–581.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 126Issue 1January 2000
Pages: 14 - 20

History

Received: Oct 29, 1997
Published online: Jan 1, 2000
Published in print: Jan 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Prof., Dept. of Irrig. and Drain. Engrg., Coll. of Technol., G. B. Pant Univ. of Agr. and Technol., Pantnagar 263 145, Udham Singh Nagar, U.P., India.
Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Hauz Khas, New Delhi 110016, India.
Prof., Dept. of Irrig. and Drain. Engrg., Coll. of Technol., G. B. Pant Univ. of Agr. and Technol., Pantnagar 263145, Udham Singh Nagar, U.P., India.

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