TECHNICAL PAPERS
Jul 1, 2008

Improved Spring Depletion Solution and Analysis

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 7

Abstract

A relatively straightforward approach has been used to obtain solutions for spring depletion and drawdowns when water is abstracted from a well near a spring. The aquifer system, which consists of a semiconfined pumped aquifer overlain by an aquitard containing a free surface, is identical with the aquifer system used in a solution obtained previously by Hunt and was first used by Boulton to obtain his well known solution for delayed yield flow to a well. The derived solution uses the Stehfest algorithm for the numerical inversion of a Laplace transform and is more complete than the solution obtained earlier by Hunt, since it gives drawdown solutions in addition to a solution for spring depletion. Calculations are carried out to show the influence of parameters in the problem before using the solution to fit calculated curves to field measurements that were made for an MS study by Smith. Good agreement is obtained between measurements and the calculated curves, which suggests that the mathematical solution gives an accurate description of the physical model.

Get full access to this article

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

References

Anderson, M. P., and Woessner, W. W. (1992). Applied groundwater modeling: Simulation of flow and advective transport, Academic, New York, 122–130.
Bear, J. (1979). Hydraulics of groundwater, McGraw-Hill, New York, 53–57.
Boulton, N. S. (1954). “Unsteady radial flow to a pumped well allowing for delayed yield from storage.” Int. Assoc. Sci. Hydrol. Rome, 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, 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. (1973). “Effect of a water table aquitard on drawdown in an underlying pumped aquifer.” Water Resour. Res., 9(2), 434–447.
Gradshteyn, I. S., and Ryshik, I. M. (1965). Table of integrals, series and products, Academic, New York.
Hunt, B. (2003). “Unsteady stream depletion when pumping from semiconfined aquifer.” J. Hydrol. Eng., 8(1), 12–19.
Hunt, B. (2004). “Spring-depletion solution.” J. Hydrol. Eng., 9(2), 144–149.
Hunt, B., and Scott, D. (2005). “Extension of the Hantush and Boulton solutions.” J. Hydrol. Eng., 10(3), 223–236.
Hunt, B. W. (2005). “Visual basic programs for spreadsheet analysis.” Ground Water, 43(1), 138–141.
Hunt, B. W., and Wilson, D. D. (1974). “Graphical calculation of aquifer transmissivities in northern Canterbury, New Zealand.” J. Hydrol., 13(2), 66–80.
Smith, M. B. (2003). “The hydrogeology and hydraulics of artesian springs in Canterbury.” MS thesis, Engineering Geology, Univ. of Canterbury, Christchurch, New Zealand.
Stehfest, H. (1970). “Numerical inversion of Laplace transforms.” Commun. ACM, 13(1), 47–49.
Suggate, R. P. (1958). “Late quaternary deposits of the Christchurch metropolitan area.” N.Z. J. Geol. Geophys., 1(1), 103–122.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 7July 2008
Pages: 577 - 584

History

Received: Sep 25, 2006
Accepted: Oct 22, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Bruce Hunt
Retired Reader, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand.
Matt Smith
Groundwater Hydrologist, Environment Canterbury, P.O. Box 345, Christchurch 8140, New Zealand.

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