3.8 Proceedings Paper

Modeling Carbonation of High-Level Waste Tank Integrity and Closure

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E D P SCIENCES
DOI: 10.1051/epjconf/20135605003

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  1. U. S. Department of Energy (DOE) [DE-FC01-06EW07053]
  2. 'The Consortium for Risk Evaluation with Stakeholder Participation III' awarded to Vanderbilt University
  3. U. S. DOE [DE-AI09-09SR22667]
  4. Savannah River National Laboratory
  5. Savannah River Nuclear Solutions
  6. U.S. DOE Office of Environmental Management
  7. Department of Energy or Vanderbilt University

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The Cementitious Barriers Partnership (CBP) is focused on reducing uncertainties in current methodologies for assessing cementitious barrier performance and increasing the consistency and transparency in the assessment process. One important set of US Department of Energy challenges is assessing the integrity and closure of the high-level waste (HLW) tanks that currently store millions of gallons of highly radioactive wastes. Many of these tanks are decades past their design lives, have leaked or been overfilled, and must be emptied and closed to satisfy regulatory agreements. Carbonation-induced corrosion has been identified as a primary degradation and possible failure mechanism for the HLW tanks prior to closure. After closure the impact of carbonation (and concurrent oxidation) may be to increase the release and short-range transport of contaminants of concern. HLW tanks may be significantly empty for many years (and possibly decades) prior to closure; the performance of the closed tank over centuries, if not millennia, must be assessed to evaluate the potential release of residual radionuclides to the environment. CBP is developing models to evaluate a representative HLW tank closure scenario including the potential impacts of carbonation on waste tanks prior to and post closure. CBP modeling tools, including LeachXS (TM)/ORCHESTRA, are being used to simulate waste tank carbonation, major constituent leaching, and contaminant releases to evaluate the source term and near-field conditions. Simulations presented here include sensitivity analysis for uncracked concrete to varying input parameters including composition, effective diffusivities, and thermodynamic parameters.

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