GEOTHERMAL MODELING OF SOIL OR MINE TAILINGS WITH CONCURRENT FREEZINGAND DEPOSITION

Authors
Citation
Jf. Nixon et N. Holl, GEOTHERMAL MODELING OF SOIL OR MINE TAILINGS WITH CONCURRENT FREEZINGAND DEPOSITION, Canadian geotechnical journal (Print), 35(2), 1998, pp. 234-250
Citations number
12
Categorie Soggetti
Geosciences, Interdisciplinary","Engineering, Geological
ISSN journal
00083674
Volume
35
Issue
2
Year of publication
1998
Pages
234 - 250
Database
ISI
SICI code
0008-3674(1998)35:2<234:GMOSOM>2.0.ZU;2-#
Abstract
A geothermal model is described that simulates simultaneous deposition , freezing, and thawing of mine tailings or sequentially placed layers of embankment soil. When layers of soil or mine tailings are placed d uring winter subfreezing conditions, frozen layers are formed in the s oil profile that may persist with time. The following summer, warmer s oil placement may not be sufficient to thaw out layers from the preced ing winter. Remnant frozen soil layers may persist for many years or d ecades. The analysis is unique, as it involves a moving upper boundary and different surface snow cover functions applied in winter time. Th e model is calibrated based on two uranium mines in northern Saskatche wan. The Rabbit Lake scenario involves tailings growth to a height of 120 m over a period of 24 years. At Key Lake, tailings increase in hei ght at a rate of 1.3 m/year. Good agreement between the observed posit ion of frozen layers and those predicted by the model is obtained. Lon g-term predictions indicate that from 80 to 200 years would be require d to thaw out the frozen layers formed during placement, assuming 1992 placement conditions continue. Deposition rates of 1.5-3 m/year give the largest amounts of frozen ground. The amount of frozen ground is s ensitive to the assumed snow cover function during winter.