scholarly journals Potential Impacts of Leakage from Black Rock Reservoir on the Hanford Site Unconfined Aquifer: Initial Hypothetical Simulations of Flow and Contaminant Transport

2007 ◽  
Author(s):  
Vicky L. Freedman
Keyword(s):  
Contaminant Transport ◽  
Unconfined Aquifer ◽  
Hanford Site

scholarly journals Three-dimensional conceptual model for the Hanford Site unconfined aquifer system: FY 1994 status report

1994 ◽  
Author(s):  
P.D. Thorne ◽  
M.A. Chamness ◽  
V.R. Vermeul ◽  
Q.C. Macdonald ◽  
S.E. Schubert
Keyword(s):  
Conceptual Model ◽  
Three Dimensional ◽  
Unconfined Aquifer ◽  
Status Report ◽  
Hanford Site ◽  
Aquifer System

Isotopic Studies of Contaminant Transport at the Hanford Site, Washington

2007 ◽  
Vol 6 (4) ◽  
pp. 1018-1030 ◽  
Author(s):  
John N. Christensen ◽  
Mark E. Conrad ◽  
Donald J. DePaolo ◽  
P. Evan Dresel
Keyword(s):  
Contaminant Transport ◽  
Hanford Site ◽  
Isotopic Studies

scholarly journals Microbial Methylation of Iodide in Unconfined Aquifer Sediments at the Hanford Site, USA

2019 ◽  
Vol 10 ◽  
Author(s):  
Christopher E. Bagwell ◽  
Lirong Zhong ◽  
Jacqueline R. Wells ◽  
Alexandre V. Mitroshkov ◽  
Nikolla P. Qafoku
Keyword(s):  
Unconfined Aquifer ◽  
Hanford Site ◽  
Aquifer Sediments ◽  
Microbial Methylation

Modeling of Groundwater Flow and Contaminant Transport in Two-Dimensional Geometries in an Unconfined Aquifer

2014 ◽  
Vol 1010-1012 ◽  
pp. 1023-1027
Author(s):  
Fouad Dimane ◽  
Issam Hanafi ◽  
Abdelouahad El Himri ◽  
Khadija Haboubi ◽  
Francisco Mata Cabrera ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Steady State ◽  
Groundwater Flow ◽  
Contaminant Transport ◽  
Cross Section ◽  
Flow System ◽  
Unconfined Aquifer ◽  
Two Dimensional ◽  
Groundwater Flow System ◽  
Subsurface Fluid

Models of groundwater flow are widely used for a variety of purposes ranging from water supply studies to designing contaminant cleanup. In general, groundwater flow system can be divided into steady-state and transient. In the present work, we investigate the usefulness of finite element method in modelling of steady-state subsurface fluid flow and transient solute transport along a vertical cross section in an unconfined aquifer. Details are explained on numerical approximations leading to different numerical results. Extensions for pollutant transport are mentioned.

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