Browse > Article
http://dx.doi.org/10.7733/jnfcwt.2014.12.4.267

Gas Migration in Low- and Intermediate-Level Waste (LILW) Disposal Facility in Korea  

Ha, Jaechul (Korea Radioactive Waste Agency)
Lee, Jeong-Hwan (Korea Radioactive Waste Agency)
Jung, Haeryong (Korea Radioactive Waste Agency)
Kim, Juyub (FNC Technology)
Kim, Juyoul (FNC Technology)
Publication Information
Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT) / v.12, no.4, 2014 , pp. 267-274 More about this Journal
Abstract
The first Low- and Intermediate-Level Waste (LILW) disposal facility with 6 silos has been constructed in granite host rock saturated with groundwater in Korea. A two-dimensional numerical modeling on gas migration was carried out using TOUGH2 with EOS5 module in the disposal facility. Laboratory-scale experiments were also performed to measure the important properties of silo concrete related with gas migration. The gas entry pressure and relative gas permeability of the concrete was determined to be $0.97{\pm}0.15bar$ and $2.44{\times}10^{-17}m^2$, respectively. The results of the numerical modeling showed that hydrogen gas generated from radioactive wastes was dissolved in groundwater and migrated to biosphere as an aqueous phase. Only a small portion of hydrogen appeared as a gas phase after 1,000 years of gas generation. The results strongly suggested that hydrogen gas does not accumulate inside the disposal facility as a gas phase. Therefore, it is expected that there would be no harmful effects on the integrity of the silo concrete due to gas generation.
Keywords
Low- and intermediate-level radioactive waste disposal facility; Gas migration; Silo concrete; Gas entry pressure; Gas permeability;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Korea Radioactive Waste Management Agency (KORAD), Safety Analysis Report (SAR) (in Korean), 6.1.1-6.1.4 (2008).
2 J. Kim, J. Kim, H. Jung, J.C. Ha, and E.H Kim, "Gas threshold pressure and gas permeability of silo concrete specimens for a low- and intermediate-level waste disposal facility in Korea", Ann. Nucl. Energy, 55, 1-8 (2013).   DOI   ScienceOn
3 G. Mayer, H.A. Moetsch, and F.H. Wittmann, "Larges-cale Experiment for Water and Gas Transport in Cementitious Backfill Materials (Phase 1) COLEX I", Nagra Technical Report 98-03 (1998).
4 K. Pruess, C. Oldenburg, and G. Moridis, "TOUGH2 user's guide, Version 2.0", LBNL-43134, Berkeley, CA (1999).
5 Y. Mualem, "A new model for predicting the hydraulic conductivity of unsaturated porous media", Water Resour. Res. 12, 513-522 (1976).   DOI   ScienceOn
6 M. Th. van Genuchten, "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils". Soil Sci. Soc. Am. J. 44, 892-898 (1980).   DOI   ScienceOn
7 National Co-operative for the Disposal of Radioactive Waste(Nagra), "Effects of post-disposal gas generation in a repository for low- and intermediate-level waste sited in the Opalinus Clay of Northern Switzerland", TR 08-07 (2008).
8 A. Abbas, M. Carcasses, and J.P. Ollivier, "Gas permeability of concrete in relation to its degree of saturation", Mater. Struct. 32, 3-8 (1999).   DOI   ScienceOn
9 F. Jacobs, G. Mayer, and F.H. Wittmann, "Permeability of backfill materials", Proceedings of Post-Conference Seminar No. 10 of 12th International Conference on Structural Mechanics in Reactor Technology SMiRT-12, Stuttgart, 83-99 (1993).