Technical Notes
Mar 17, 2016

Tracer Transport through Seepage Lakes

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 7

Abstract

Residence times of tracers in rectangular seepage lakes with wind-driven circulation are investigated in this paper. The key dimensionless parameters are DTW/qLT2 and VW/qLL, in which DT is the diffusion coefficient transverse to the wind direction, W is the dimension of the lake aligned with the direction of groundwater inflow/outflow, q is the specific discharge of groundwater entering and leaving the lake, LL and LT are the lake dimensions in the wind direction and transverse to the wind direction, respectively, and V is the wind speed. The well-mixed approximation in rectangular lakes is reasonable when DTW/qLT2>1 and VW/qLL1. Under these conditions, tracer particles are distributed uniformly over the outflow surface, and the probability distribution of tracer residence times can be estimated theoretically without the need to develop a numerical mixing model for the lake.

Get full access to this article

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

References

Falconer, R., George, D., and Hall, P. (1991). “Three-dimensional numerical modelling of wind-driven circulation in a shallow homogeneous lake.” J. Hydrol., 124, 59–79.
Galperin, B., Kantha, L., Hassid, S., and Rosati, A. (1988). “A quasi-equilibrium turbulent energy model for geophysical flows.” J. Atmos. Sci., 45(1), 55–62.
Koçyigit, M., and Falconer, R. (2004). “Three-dimensional numerical modelling of wind-driven circulation in a homogeneous lake.” Adv. Water Resour., 27, 1167–1178.
Mellor, G., and Yamada, T. (1982). “Development of a turbulence closure model for geophysical fluid problems.” Rev. Geophys. Space Phys., 20(4), 851–875.
Tetra Tech. (2007). “The environmental fluid dynamics code, user manual, USEPA version 1.01.” U.S. EPA, Athens, GA.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 7July 2016

History

Received: Sep 4, 2015
Accepted: Jan 8, 2016
Published online: Mar 17, 2016
Published in print: Jul 1, 2016
Discussion open until: Aug 17, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

David A. Chin, F.ASCE [email protected]
Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, Coral Gables, FL 33124. 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.

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