TECHNICAL PAPERS
Oct 1, 2008

Steady Groundwater Transport of Highway Deicing Agent Constituents from an Infiltration Basin

Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 5

Abstract

The highway deicing agent groundwater plume from an infiltration basin in the Plymouth-Carver Aquifer near State Route 25 in southeastern Massachusetts is modeled and measured in order to assess the impact of the basin on groundwater transport processes. The advective transport model superimposes the existing steady models of axisymmetric basin hydraulics of Zlotnik and Ledder in 1992 and the two-dimensional ambient flow of Gelhar and Wilson in 1974. The basin component incorporates a surface source of finite-radius into a Hankel transform model for unconfined aquifers, whereas the ambient component varies linearly in the horizontal and vertical directions. Contaminant streamlines describe the resulting groundwater plume, and highway deicing agent constituents provide useful tracers. A simple vertical dispersion model quantifies the spread of contaminants across the bottom of the plume. Deicing agent constituent data calibrate a 17m basin radius, a 45m plume width, a bottom streamline 610m below the water table, and a vertical dispersivity of 34cm . The latter value is comparable to the amplitude of vertical excursions caused by storm scale fluctuations of hydraulic head, as measured by Ostendorf et al. in 2007. Infiltration basins alter ambient advection by displacing streamlines downward and augment vertical mixing by imposing aperiodic vertical fluctuations on the ambient flow field.

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Acknowledgments

The Massachusetts Highway Department funded this research under Interagency Service Agreement No. 38721 with the University of Massachusetts at Amherst. The writers acknowledge and appreciate the logistical and sampling support provided by District 5 of MassHighway. The views, opinions, and findings contained in this paper are those of the writers and do not necessarily reflect MassHighway official views or policies. This paper does not constitute a standard, specification, or regulation.

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Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 5October 2008
Pages: 630 - 637

History

Received: Jun 6, 2007
Accepted: Mar 31, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

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Authors

Affiliations

David W. Ostendorf, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002. E-mail: [email protected]
Camelia Rotaru
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002.
Erich S. Hinlein
Postdoctoral Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002.

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