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Probabilistic Calculations of Groundwater Travel Time in Heterogeneous Three-Dimensional Porous Media

Published online by Cambridge University Press:  25 February 2011

Amvrossios C. Bagtzoglou
Affiliation:
Center for Nuclear Waste Regulatory Analyses, Southwest Research Institute, 6220 Culebra Road, San Antonio, TX 78238-5166, U.S.A.
Robert G. Baca
Affiliation:
Center for Nuclear Waste Regulatory Analyses, Southwest Research Institute, 6220 Culebra Road, San Antonio, TX 78238-5166, U.S.A.
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Abstract

Groundwater travel time (GWTT) estimation at a potential high-level waste (HLW) repository is subject to various technical uncertainties. These uncertainties stem from model and data uncertainties and cannot be resolved with field tests because of the long time (> 1,000 yr) and large space (> 5,000 m) scales involved. Therefore, computational methods for demonstrating and determining compliance with the GWTT rule will be used. Stochastic theory based approaches constitute a natural framework for performing GWTT estimations under conditions of uncertain and/or limited data.

This study employs the generation of spatially correlated hydraulic conductivity fields by the Nearest Neighbor Model (NNM). Repeated (Monte Carlo) realizations of the statistically equivalent random fields are obtained, and the saturated steady-state groundwater flow equation is solved. These results are then used to estimate GWTT along particular paths by releasing a large number of water particles at various starting points. By doing so, path variability is sampled through the realization ensemble space and also through the independent particle “flights” within a specific flow field realization. The uncertainty in predicted GWTT due to parameter variability is assessed for a data set characteristic of the saturated zone at Yucca Mountain at three levels of parameter heterogeneity. However, since several parameters and the boundary conditions of the problem have been arbitrarily assumed, direct conclusions regarding the proposed Yucca Mountain site cannot be drawn from this study.

Type
Research Article
Copyright
Copyright © Materials Research Society 1994

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References

REFERENCES

1 Rice, W.A., Preliminary Two-Dimensional Regional Hydrologic Model of Nevada Test Site and Vicinity. SAND83-7466. Albuquerque, NM: Sandia National Laboratories (1984).Google Scholar
2 Peters, R.R., Klavetter, E.A., Hall, I.J., Blair, S.C., Heller, P.R., and Gee, G.W., Fracture and Matrix Hydrologic Characteristics of Tuffaceous Materials from Yucca Mountain, Nye County, Nevada. SAND84-1471. Albuquerque, NM: Sandia National Laboratories (1984).Google Scholar
3 Ahola, M. and Sagar, B. in Proceedings of the 4th International Conference on High Level Radioactive Waste Management. (American Nuclear Society 2, La Grange Park, IL 1993). pp. 16021608.Google Scholar
4 Tompson, A.F.B., Vomvoris, E.G., and Gelhar, L.W., Numerical Simulation of Solute Transport in Randomly Heterogeneous Porous Media: Motivation, Model Development, and Application. UCID-21281. Livermore, CA: Lawrence Livermore National Laboratory (1987).Google Scholar
5 Ababou, R., McLaughlin, D., and Gelhar, L.W.. Transport in Porous Media 4, 549565 (1989).CrossRefGoogle Scholar
6 NRC, U.S.. Preliminary Performance Assessment for a HLW Repository at Yucca Mountain, Nevada. Washington, DC: U.S. Nuclear Regulatory Commission (1990).Google Scholar
7 Dagan, G., Water Resources Research 18 (4), 835848 (1982).CrossRefGoogle Scholar
8 Papp, T. in Proceedings of the Third International Conference on High-Level Radioactive Waste Management. (American Nuclear Society, La Grange Park, IL, 1992). pp. 21362144.Google Scholar
9 Bagtzoglou, A.C., Tompson, A.F.B., and Dougherty, D.E., Water Resources Engineering Risk Assessment, Springer-Verlag, G29, 189201 (1991).CrossRefGoogle Scholar