TECHNICAL PAPERS
Mar 1, 1999

Controlling Irrigation Water Flow to Mole Drains

Publication: Journal of Irrigation and Drainage Engineering
Volume 125, Issue 2

Abstract

Subsurface drainage in irrigated agriculture presents an interesting challenge in that rapid drainage is required after an irrigation or rainfall event to alleviate any waterlogging, but during irrigation events drainage is undesirable. High rates of drainage during an irrigation event will lead to poor application efficiency. Also, when using mole drains, which rely entirely upon soil cohesion to retain their structure, high rates of water flow can lead to their rapid collapse. This paper compares various methods of reducing rates of irrigation water flow into mole drains and the subsequent effect on mole stability. Localized crack sealing methods using a trailing wedge behind the mole plough, followed by tractor wheeling or rotovation, were unsuccessful. However, generalized surface tillage to create a fine surface tilth about 100 mm deep was successful in reducing mole flow rates and improving stability. Preventing discharge from mole drains during irrigation was particularly effective in reducing mole flows and was not found to reduce mole stability compared to high rates of drainage throughout an irrigation. Sprinkler irrigation was found to result in lower mole flow rates than flood irrigation, and improved mole stability. Positioning the mole away from areas where water is ponded on the soil surface for irrigation, such as furrows, also resulted in lower flows and improved stability.

Get full access to this article

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

References

1.
Bowler, D. G. ( 1980). The drainage of wet soils. Hodder and Stoughton, Auckland, New Zealand.
2.
Christen, E. W. ( 1994). “The feasibility of using mole drainage to control waterlogging in irrigated agriculture,” PhD thesis, Silsoe College, Cranfield University, Silsoe, Beds, U.K.
3.
Gebre-Michael, G. T. ( 1989). “Closure of mole plough leg slot and associated fissures for reclamation purposes,” MSc thesis, Silsoe College, Cranfield University, Silsoe, Beds, U.K.
4.
Godwin, R. J., Spoor, G., and Leeds-Harrison, P. B. ( 1981). “An experimental investigation into the force mechanics and resulting soil disturbance of mole ploughs.” J. Agric. Engrg. Res., 26, 477–479.
5.
Leeds-Harrison, P. B., Fry, R. K., Cronin, C. J., and Gregory, J. E. ( 1983). “A technique for the non-destructive monitoring of subsurface drains.” J. Agric. Engrg. Res., 28, 479–484.
6.
Muirhead, W. A., Humphreys, E., Jayawardane, N. S., and Moll, J. L. ( 1996). “Shallow subsurface drainage in an irrigated vertisol with a perched water table.” Agric. Water Mgmt., Amsterdam, 30, 261–282.
7.
Spoor, G. ( 1994). “Application of mole drainage in the solution of subsoil management problems.” Advances in soil science, subsoil management techniques, N. S. Jayawardene and B. A. Stewart, eds., Lewis, Boca Raton, Fla., 67–107.
8.
Spoor, G., Cronin, C. J., and Leeds-Harrison, P. B. ( 1990). “Mole drainage installation for leaching purposes.” Symp. on Land Drain. for Salinity Control in Arid and Semi-arid Regions, Vol. 3, International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands, 47–54.
9.
Spoor, G., and Ford, R. A. ( 1987). “Mechanics of mole drainage channel deterioration.” J. Soil Sci., 38, 369–382.
10.
Spoor, G., Hann, M. J., and Centeno, A. S. ( 1989). “Influence of mole plough leg and expander geometry on soil disturbance.” Proc. 11th Congr. on Agric. Engrg., V. A. Dodd and P. M. Grace, eds., Balkema, Rotterdam, The Netherlands, 1639–1646.
11.
van Dijk, D. C. ( 1961). “Soils of the southern portion of the Murrumbidgee irrigation areas.” Soils and Land Use Ser. No. 47, Div. of Soils, Commonwealth Scientific and Industrial Research Organization, Melbourne, Australia.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 125Issue 2March 1999
Pages: 59 - 63

History

Received: May 14, 1998
Published online: Mar 1, 1999
Published in print: Mar 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Drain. and Irrig. Engr. (Res.), CSIRO Land and Water, Griffith, NSW, 2680, Australia.
Prof. of Appl. Soil Phys., Silsoe Coll., Cranfield Univ., Silsoe, Beds, U.K., MK45 4 DT.

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