| contributor author | David W. Ostendorf | |
| contributor author | Camelia Rotaru | |
| contributor author | Erich S. Hinlein | |
| date accessioned | 2017-05-08T20:50:10Z | |
| date available | 2017-05-08T20:50:10Z | |
| date copyright | October 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9437%282008%29134%3A5%28630%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28699 | |
| description 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 | |
| publisher | American Society of Civil Engineers | |
| title | Steady Groundwater Transport of Highway Deicing Agent Constituents from an Infiltration Basin | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 5 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2008)134:5(630) | |
| tree | Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 005 | |
| contenttype | Fulltext | |