TECHNICAL NOTES
Apr 1, 2000

Explicit Aquifer Diffusivity Estimation Using Linearly Varying Stream Stage

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 5, Issue 2

Abstract

For a stream fully penetrating an unconfined aquifer, different approaches are available to estimate aquifer diffusivity. However, these approaches involve an interpolation of tabulated values or type-curve matching. Certain solutions also require curve fitting in order to compute hydraulic gradient at the stream-aquifer interface. Thus, in these approaches it is possible to incur errors. An alternative is to develop explicit equations of aquifer diffusivity that may not require any sort of curve fitting to extract hydraulic gradient or interpolation of tabular values. For a linearly varying stream stage, it has been possible to develop such an alternative approach. The present study develops an explicit relationship for the estimation of aquifer diffusivity using the available series or tabular solutions in the literature. An error analysis indicates that the proposed equation is capable of estimating the point-aquifer diffusivity within a maximum error of 3%.

Get full access to this article

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

References

1.
Genereux, D., and Guardiario, J. (1998). “A canal drawdown experiment for determination of aquifer parameters.”J. Hydrologic Engrg., ASCE, 3(4), 294–301.
2.
Reynolds, R. J. (1987). “Diffusivity of a glacial-outwash aquifer by the floodwave-response technique.” Ground Water, 25(3), 290–299.
3.
Rowe, P. P. (1960). “An equation for estimating transmissibility and coefficient of storage from river-level fluctuations.” J. Geophys. Res., 65(10), 3419–3424.
4.
Sagar, B., and Singh, S. R. (1979). “Aquifer diffusivity from noisy boundary data.”J. Hydr. Div., ASCE, 105(8), 943–954.
5.
Singh, S. R., and Sagar, B. (1977). “Estimation of aquifer diffusivity in stream-aquifer systems.”J. Hydr. Div., ASCE, 103(11), 1293–1302.
6.
Theis, C. V. (1941). “The effect of a well on the flow of a nearby stream.” Trans. Am. Geophys. Union, 22, 734–738.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 5Issue 2April 2000
Pages: 218 - 221

History

Received: Mar 29, 1999
Published online: Apr 1, 2000
Published in print: Apr 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Chandra Shekhar P. Ojha
Member, ASCE
Asst. Prof., Civ. Engrg. Dept., Univ. of Roorkee, Roorkee 247 667, U.P., India.

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