Published September 2008 | Version v1
Book

Modeling studies of unsaturated flow with long-term permeability change at Yucca Mountain

  • 1. Institute of Rock and Soil Mechanics, Key Laboratory of Rock and Soil Mechanics, the Chinese Academy of Sciences, Wuhan (China)

Description

The amount of water seeping into the waste emplacement drifts is crucial for the performance of underground nuclear waste repository, since it controls the corrosion rates of waste packages and the mobilization rate of radionuclides. It is limited by water flow through drift vicinity. In the present work we study the potential rates of water flow around drifts as a function of predicted long-term change of permeability at Yucca Mountain, based on a dual-continuum model of the unsaturated flow in fractured rock mass. For stage of DECOVALEX Ⅳ, we used a simplified practical model on unsaturated flow in Yucca Mountain case simulation. These models contain main physical processes that should be considered, including thermal expansion, thermal radiation, water-rock coupling and stress-induced change of permeability. Comparative study with other DECOVALEX team's results shows that they are both good enough and flexible enough to include more physical processes. We can draw the conclusion that it is necessary to model stress-induced changes in permeability and relative processes in future studies, because there are obvious differences (in water saturation and water flux) between simulation cases with and without variable permeability, especially in areas very close to the drift. (authors)

Part of:
Proceedings of the 2nd academic seminar on waste underground disposal

Additional details

Publishing Information

Publisher
Chinese Society for Rock Mechanics and Engineering
Imprint Place
Beijing (China)
Imprint Title
Proceedings of the 2nd academic seminar on waste underground disposal
Imprint Pagination
589 p.
Journal Page Range
p. 131-140

Conference

Title
2. academic seminar on waste underground disposal
Dates
Sep 2008
Place
Dunhuang (China)

Optional Information

Notes
12 figs., 2 tabs., 10 refs.