Hostname: page-component-cd9895bd7-mkpzs Total loading time: 0 Render date: 2024-12-28T07:11:25.050Z Has data issue: false hasContentIssue false

Water, Vapor, and Salt Dynamics in a Hot Repository

Published online by Cambridge University Press:  19 October 2011

Davood Bahrami
Affiliation:
walton@utep.edu, University of Nevada, Reno, Mining Engineering, 1664 N. Virginia St., Reno, NV, 89557, United States, 775-784-4210, 775-784-1833
George Danko
Affiliation:
danko@unr.edu, University of Nevada, Reno, Department of Mining Engineering, 1664 N. Virginia St., Reno, NV, 89557, United States
John Walton
Affiliation:
walton@utep.edu, University of Texas at El Paso, Department of Civil Engineering, 500 W. University, El Paso, TX, 79968, United States
Get access

Abstract

The purpose of this paper is to report the results of a new model study critically examining the high temperature nuclear waste disposal concept at Yucca Mountain using MULTIFLUX, an integrated in-drift- and mountain-scale thermal-hydrologic model. In addition to new results the paper summarizes results of a previous study. The results show that a large amount of vapor flow into the drift is expected during the period of above-boiling temperatures in the emplacement drift. This phenomenon makes the emplacement drift a water/moisture attractor for thousands of years during the above-boiling temperature operation.

The evaporation of the percolation water into the drift gives rise to salt accumulation in the rock wall, especially in the crown of the drift for about 1500 years in the example. The deposited salts over the drift footprint, almost entirely present in the fractures, may enter the drift either by rock fall or by water drippage. During the high temperature operation mode the barometric pressure variation creates fluctuating relative humidity in the emplacement drift with a time period of approximately 10 days. Potentially wet and dry conditions and condensation on the surfaces over salt-laden drift wall sections are unfavorable to the storage environment. Corrosive salt accumulation during the above-boiling temperature operation must be sufficiently addressed to fully understand the waste package environment during the thermal period. Until the questions are resolved, a below-boiling repository design is favored where the Alloy-22 will be less susceptible to localized corrosion.

Type
Research Article
Copyright
Copyright © Materials Research Society 2007

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1. DOE (U.S. Department of Energy)., “Thermal Loading Study for FY 1996.” B00000000-01717-5705-00044 REV 01. Las Vegas, Nevada: CRWMS M&O. ACC: MOL.19961217.0121 (1996).Google Scholar
2. DOE (U.S. Department of Energy). “Multiscale Thermohydrologic Model.” Prepared by Bechtel SAIC Company, LLC. ANL-EBS-MD-000049 REV 01. Yucca Mountain Project. Las Vegas, Nevada (2004).Google Scholar
3. Bechtel SAIC Company, “In-drift natural convection and condensation.” Yucca Mountain Project Report, MDL-EBS-MD-000001 REV 00, Bechtel SAIC Company, Las Vegas, NV (2004).Google Scholar
4. Danko, G., “Coupled Hydrothermal-Ventilation Studies for Yucca Mountain.” Annual Report for Period April 2002 through March 2003. Pahrump, Nevada: Nye County Department of Natural Resources. WRPO-2003-5 (2003).Google Scholar
5. Danko, G., and Bahrami, D., “Coupled, Multi-Scale Thermohydrologic-Ventilation Modeling with MULTIFLUX” 2004 SME Annual Meeting, February 23-25, Denver, CO (2004).Google Scholar
6. Manepally, C., and Fedors, R., “Edge-Cooling Effect on the Potential Thermohydrologic Conditions at Yucca Mountain.” Proceedings, 10th Int. High-Level Radioactive Waste Management Conference, pp. 286292 (2003).Google Scholar
7. Birkholzer, J.T., Webb, S.W., Halecky, N., Peterson, P.F., and Bodvarsson, G.S., “Evaluating the Moisture Conditions in the Fractured Rock at Yucca Mountain: The Impact of Natural Convection Processes in Heated Emplacement Drifts.” LBNL-59334, Berkeley, CA, Lawrence Berkeley National Laboratory (2005).Google Scholar
8. DOE (U.S. Department of Energy). “Ventilation Model.” Prepared by Bechtel SAIC Company, LLC. ANL-EBS-MD-000030 REV 01D draft. Yucca Mountain Project. Las Vegas, Nevada (2002).Google Scholar
9. Pruess, K., Oldenburg, C., and Moridis, G., “TOUGH2 User's Guide, Version 2.0.” Report LBNL-43134, Lawrence Berkeley National Laboratory, Earth Sciences Division, Berkeley, California (1999).Google Scholar
10. Webb, S. W., and Itamura, M. T., “Calculation of Post-Closure Natural Convection Heat and Mass Transfer in Yucca Mountain Drifts.” Proceedings of ASME, Heat Transfer/Fluid Engineering, July 11-15, Charlotte, NC (2004).Google Scholar
11. NUFT. “Flow and Transport Code Version 3.0s.” Software Configuration Management, Yucca Mountain Project. STN: 10088-3.0S-00. Prepared by Lawrence Livermore National Laboratory (2000).Google Scholar
12. Danko, G., “Functional or Operator Representation of Numerical Heat and Mass Transport Models.” Journal of Heat Transfer, February 2006, Vol.128, 162175 (2006).Google Scholar
13. Danko, G., and Bahrami, D., “Heat and Moisture Flow Simulation with MULTIFLUX”, Proceedings of HT-FED04. ASME Heat Transfer/ Fluids Engineering Summer Conference, Charlotte, NC (2004).Google Scholar
14. Danko, G., and Bahrami, D., “Coupled Hydrothermal-Ventilation Studies for Yucca Mountain.” Annual Report for April 2004-March 2005. NWRPO-2005-02, prepared for Nye County Department of Natural Resources and Federal Facilities, Pahrump, NV (2005).Google Scholar
15. Yucca Mountain Project Technical Database [TDR-NBS-MD-000001, 2000].Google Scholar
16. Birkholzer, J., “Penetration of liquid fingers into superheated fractured rockWater Resources Research, Vol 39, No 4, 1102, (2003).Google Scholar