TECHNICAL PAPERS
Mar 14, 2003

Water Table Profiles and Discharges for an Inclined Ditch-Drained Aquifer under Temporally Variable Recharge

Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 2

Abstract

This paper presents the solution of the linearized Boussinesq equation for an inclined, ditch-drained aquifer, with a temporally varying recharge rate. Water-table profiles and flow rates into the ditches are calculated. As an initial condition the steady-state profile for a constant recharge rate is used, and the linearized Boussinesq equation is solved for a different recharge rate. Then, at a specified time, the transient water table profile is used as initial condition for the Boussinesq equation with a new recharge rate. The transient solution at a new specified time is then used as the initial condition for the Boussinesq equation with a different recharge rate, and so on. Using the Darcy equation, analytical expressions for the flow rates into the ditches can be obtained. The solution allows the calculation of the transient behavior of the groundwater table and its flow rates due to temporally variable recharge rates.

Get full access to this article

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

References

Arfken, G. B., and Weber, H. J. (1995). Mathematical methods for physicists, Academic, San Diego.
Boussinesq, J.(1877). “Essai sur la théorie des eaux courantes.” Mem. Acad. Sci. Inst. Fra.,23(1), 252–260.
Brutsaert, W.(1994). “The unit response of groundwater outflow from a hillslope.” Water Resour. Res., 30(10), 2759–2763.
Brutsaert, W.(1995). “Reply to comment on ‘The unit response of groundwater outflow from a hillslope’ by Tom Chapman.” Water Resour. Res., 31(9), 2379–2380.
Chapman, T.(1995). “Comment on ‘The unit response of groundwater outflow from a hillslope by Wilfried Brutsaert’. ” Water Resour. Res., 31(9), 2377–2378.
Glover, R. (1974). Transient ground water hydraulics, Water Resources Publications, Colorado State Univ., Fort Collins, Colo.
Krayenhof van de Leur, D. (1958). “A study of non-steady groundwater flow with special reference to a reservoir coefficient.” De Ingenieur, 70, B87–B94.
Singh, R. N., Rai, S. N., and Ramana, D. V.(1991). “Water table fluctuation in a sloping aquifer with transient recharge.” J. Hydrol., 126(3-4), 315–326.
Verhoest, N. E. C., Pauwels, V. R. N., Troch, P. A., and De Troch, F. P.(2001). “Analytical solutions for transient water table heights and outflows from inclined ditch-drained terrains.” J. Irrig. Drain. Eng., 128(6), 358–364.
Verhoest, N. E. C., and Troch, P. A.(2000). “Some analytical solutions of the linearized Boussinesq equation with recharge for a sloping aquifer.” Water Resour. Res., 36(3), 793–800.
Zissis, T. S., Teloglou, I. S., and Terzidis, G. A.(2001). “Response of a sloping aquifer to constant replenishment and to stream varying water level.” J. Hydrol., 243, 180–191.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 129Issue 2April 2003
Pages: 93 - 99

History

Received: Nov 29, 2001
Accepted: May 1, 2002
Published online: Mar 14, 2003
Published in print: Apr 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Valentijn R. N. Pauwels
Laboratory of Hydrology and Water Management, Ghent Univ., Coupure Links 653, B-9000 Ghent, Belgium (corresponding author).
Niko E. C. Verhoest
Laboratory of Hydrology and Water Management, Ghent Univ., Coupure Links 653, B-9000 Ghent, Belgium.
François P. De Troch
Laboratory of Hydrology and Water Management, Ghent Univ., Coupure Links 653, B-9000 Ghent, Belgium.

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