Technical Notes
May 7, 2015

Bulk Movement of Water between Phreatic and Confined Aquifers Induced by Pumping

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 12

Abstract

From a water management perspective, the bulk quantity of water moved and where it has been sourced from are more important than simply estimating drawdown effects due to pumping. This note considers the problem of estimating the total quantity of water discharged between each aquifer in a multilayer aquifer model of Dudley Ward and Falle. Direct formulas are obtained in terms of the storativities and leakage coefficients. Assuming a typical disparity of scale between storativities of the phreatic aquifer and confined aquifers, type curves show that over time the vast majority of extracted water is sourced from the overlying phreatic aquifer.

Get full access to this article

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

References

Bear, J. (1979). Hydraulics of groundwater, Dover, New York.
Boulton, N. S. (1954). “The drawdown of the water-table under non-steady conditions near a pumped well in an unconfined formation.” ICE Proc. Eng. Div., 8(4), 574–579.
Boulton, N. S. (1955). “Unsteady radial flow to a pumped well allowing delayed yield from storage.” Int. Assoc. Hydrol., 37(2), 472–477.
Boulton, N. S. (1963). “Analysis of data from non-equilibrium pumping tests allowing for delayed yield from storage.” Proc. Inst. Civ. Eng., 26(3), 469–482.
Boulton, N. S. (1973). “The influence of delayed drainage on data from pumping tests in unconfined aquifers.” J. Hydrol., 19(2), 157–169.
Cooley, R. L., and Case, C. M. (1972). “Effect of a water table aquitard on drawdown in an underlying pumped aquifer.” Water Resour. Res., 9(2), 434–447.
Cui, T., and Dudley Ward, N. (2013). “Uncertainty quantification for stream depletion tests.” J. Hydrol. Eng., 1581–1590.
Dudley Ward, N., and Falle, S. (2013). “Simulation of a leaky multi-layer aquifer with stream depletion.” J. Hydrol. Eng., 619–629.
Dudley Ward, N., and Fox, C. (2012). “Identification of aquifer parameters from pumping test data with regard for uncertainty.” J. Hydrol. Eng., 769–781.
Hunt, B. (2003). “Unsteady stream depletion when pumping from a semiconfined aquifer.” J. Hydrol. Eng., 12–19.
Hunt, B. (2009). “Stream depletion in a two-layer leaky aquifer system.” J. Hydrol. Eng., 895–903.
Hunt, B. (2012). “Groundwater analysis using function.xls.” Manual to accompany Hunt’s Excel spreadsheet software function.xls, 〈http://www.civil.canterbury.ac.nz/staff/bhunt.shtml〉.
Hunt, B., and Scott, D. (2007). “Flow to a well in a two-aquifer system.” J. Hydrol. Eng., 146–155.
Scott, D. M., and Hunt, B. (2007). “A water budget perspective of leaky aquifer response to pumping.” Rotorua New Zealand Hydrological Society annual conference abstract, 〈http://ecan.govt.nz/publications/General/Awaterbudgetperspectiveofleakyaquiferresponsetopumping.ppt〉.
Todd, D. K., and Mays, L. W. (2005). Groundwater hydrology, Wiley, Chichester, U.K.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 12December 2015

History

Received: Nov 18, 2013
Accepted: Mar 6, 2015
Published online: May 7, 2015
Discussion open until: Oct 7, 2015
Published in print: Dec 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Nicholas Dudley Ward [email protected]
Senior Lecturer, Dept. of Civil and Natural Resource Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand. 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