Technical Papers
Oct 25, 2017

Transient Water-Table Recession in Drained Lands Modeled Using HYDRUS and Compared with Theoretical Analyses Assuming a Succession of Momentarily Steady States

Publication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 1

Abstract

The transient water-table recession in lands drained by parallel lines of ditches extending down to a horizontal floor was numerically modeled for sand and silty clay when the ditch-water level was dropped from an initial equilibrium level to zero. For initially surface-ponded conditions, numerical results agreed well with analytical recessions that assumed the water table behaved as a succession of momentarily steady states and the specific yield to be that for equilibrium soil-water profiles above the water table. They also agreed for sand, but agreed less for silty clay when the initial water table was at depth. The agreement found between the modeled and analytical results for this simple situation gives confidence in the use of similar analyses in modeling the water-table movement in drained lands subject to more complicated hydrological conditions.

Get full access to this article

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

References

Al Jabri, S. A., and Youngs, E. G. (2015). “Steady-state water tables in drained lands modeled using the HYDRUS package and compared with theoretical analyses.” J. Irrig. Drain. Eng., 04015010.
Boussinesq, J. (1904). “Recherches théoriques sur l’écoulement des nappes d’eau infiltrées dans le sol et sur debit sources.” J. Math. Pure et Appl., 10(5), 5–78 (in French).
Bouwer, H., and van Schilfgaarde, J. (1963). “Simplified method of predicting fall of water table in drained land.” ASAE Trans., 6(4), 288–291.
Brooks, R. H., and Corey, A. T. (1964). “Hydraulic properties of porous media.”, Colorado State Univ., Fort Collins, CO.
Carslaw, H. S., and Jaeger, J. C. (1959). Conduction of heat in solids, Oxford University Press, Oxford, U.K.
Childs, E. C. (1947). “The water table, equipotentials, and streamlines in drained lands. V: The moving water table.” Soil Sci., 63(5), 361–376.
Childs, E. C., and O’Donnell, T. (1951). “The water table, equipotentials, and streamlines in drained land. VI: The rising water table.” Soil Sci., 71(3), 233–238.
Colding, A. (1872). “Om lovene for vandets bevaegelse in Jorden.” Kong Danske Vidensk. Selkabs. Skr. 5 Raekke, Naturvidenskabelig og Mathematisk Afd., 9, 563–621 (in Danish).
dos Santos, A., Jr., and Youngs, E. G. (1969). “A study of the specific yield in land-drainage situations.” J. Hydrol., 8(1), 59–81.
Engelund, F. (1951). “Mathematical discussion of drainage problems.” Trans. Dan. Acad. Tech. Sci., 3, 1–64.
Gowing, D. J., and Youngs, E. G. (1997). “The effect of the hydrology of a Thames flood meadow on its vegetation pattern.” Floodplain rivers: Hydrological processes and ecological significance, A. R. G. Large, ed., Vol. 8, British Hydrological Society, London, 69–80.
HYDRUS version 2.0 [Computer software]. PC Progress, Prague, Czech Republic.
Lovell, C. J., and Youngs, E. G. (1984). “A comparison of steady-state land-drainage equations.” Agric. Water Manage., 9(1), 1–21.
Muskat, M. (1937). The flow of homogeneous fluids through porous media, McGraw Hill, New York, 621.
Nicholson, H. H. (1942). The principles of field drainage, Cambridge University Press, Cambridge, U.K.
Radcliffe, D. E., and Šimůnek, J. (2010). Soil physics with HYDRUS: Modelling and applications, CRC Press, Boca Raton, FL, 33487–2742.
Šimůnek, J., van Genuchten, M. T., and Šejna, M. (2008). “Development and applications of the HYDRUS and STANMOD software packages and related codes.” Vadose Zone J., 7(2), 587–600.
Šimůnek, J., van Genuchten, M. T., and Šejna, M. (2012). “The HYDRUS software package for simulating two- and three dimensional movement of water, heat, and multiple solutes in variably saturated media.”, PC Progress, Prague, Czech Republic.
van Genuchten, M. T. (1980). “A closed form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44(5), 892–898.
van Schilfgaarde, J. (1957). “Theory of land drainage. 1: Approximate solutions to drainage flow problems. 2: Non-steady state problems.” Drainage of agricultural lands, J. N. Luthin, ed., American Society of Agronomy, Madison, WI, 97–112.
van Schilfgaarde, J. (1974). “Non-steady flow in drains.” Drainage for agriculture, J. van Schilfgaarde, ed., American Society of Agronomy, Madison, WI, 245–270.
Youngs, E. G. (1966). “Horizontal seepage through unconfined aquifers with non-uniform hydraulic conductivity.” J. Hydrol., 4, 91–97.
Youngs, E. G. (1999). “Non-steady flow to drains.” Agricultural drainage, R. W. Skaggs and J. van Schilfgaarde, eds., American Society of Agronomy, Madison, WI, 265–296.
Youngs, E. G. (2012). “Effect of the capillary fringe on steady-state water tables in drained lands.” J. Irrig. Drain. Eng., 809–814.
Youngs, E. G. (2013). “Effect of the capillary fringe on steady-state water tables in drained lands. II: Effect of an underlying impermeable bed.” J. Irrig. Drain. Eng., 309–312.
Youngs, E. G., Leeds-Harrison, P. J., and Chapman, J. M. (1989). “Modelling water-table movement in flat low-lying lands.” Hydrol. Processes, 3(4), 301–315.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 144Issue 1January 2018

History

Received: Mar 13, 2017
Accepted: Jul 24, 2017
Published online: Oct 25, 2017
Published in print: Jan 1, 2018
Discussion open until: Mar 25, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

E. G. Youngs [email protected]
Visiting Research Professor, School of Environment, Earth and Ecosystem Sciences, Open Univ., Walton Hall, Milton Keynes MK7 6AA, U.K. E-mail: [email protected]
S. A. Al Jabri, M.ASCE
Assistant Professor, Dept. of Soils, Water, and Agricultural Engineering, College of Agricultural and Marine Sciences, Sultan Quboos Univ., P.O. Box 34, Al Khoud 123, Muscat, Sultanate of Oman (corresponding author). 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.

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