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Modeling the groundwater flow of a 90Sr plume through a permeable reactive barrier installed at the Chalk River Laboratories, Chalk River, Ontario, Canada

  • Jutta Hoppe
  • , Jeff Bain
  • , David Lee
  • , Dale Hartwig
  • , Sung Wook Jeen
  • , David Blowes
  • University of Waterloo
  • Atomic Energy of Canada Limited

Research output: Contribution to conferenceChapterpeer-review

Abstract

In 1998, a passive remediation system known as the wall and curtain was installed at the Chalk River Laboratories in Ontario, Canada, to prevent a 90Sr plume present in the lower part of a 12 m thick aquifer from discharging into a nearby swamp. To provide a better understanding of the groundwater flow-through (or throughput) and the capture zone of the system, a model was constructed using the three-dimensional finite element numerical computer code HydroGeoSphere. The model was calibrated with observed hydraulic head values. The results show a good agreement between the simulated and observed heads and the capture zone width and depth determined for two data sets from different dates. Further physical and geochemical data will be collected in order to refine the current model.

Original languageEnglish
Title of host publicationSpringer Geology
PublisherSpringer
Pages719-730
Number of pages12
DOIs
StatePublished - 2012

Publication series

NameSpringer Geology
ISSN (Print)2197-9545
ISSN (Electronic)2197-9553

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 6 - Clean Water and Sanitation
    SDG 6 Clean Water and Sanitation

Keywords

  • Capture Zone
  • Groundwater Flow
  • Hydraulic Conductivity
  • Hydraulic Head
  • Permeable Reactive Barrier

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