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contributor authorDavid W. Ostendorf
contributor authorCamelia Rotaru
contributor authorErich S. Hinlein
date accessioned2017-05-08T20:50:10Z
date available2017-05-08T20:50:10Z
date copyrightOctober 2008
date issued2008
identifier other%28asce%290733-9437%282008%29134%3A5%28630%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28699
description abstractThe 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
publisherAmerican Society of Civil Engineers
titleSteady Groundwater Transport of Highway Deicing Agent Constituents from an Infiltration Basin
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2008)134:5(630)
treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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