TECHNICAL PAPERS
Feb 19, 2004

Prediction of Water Vapor Movement through Waste Rock

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 3

Abstract

Evaporative losses from the surface of barren waste rock piles in arid environments occur as a result of water vapor diffusion. Water vapor diffusion is accompanied by adsorption of water vapor. A review of the literature found that adsorption of water vapor is commonly described as a sigmoidal function of suction with a predominant linear portion when plotted against the log of suction. Laboratory column tests were conducted with glass beads and waste rock to study water vapor diffusion. A monitoring system was developed for measuring relative humidity and temperature through the column. Water vapor fluxes and relative humidity profiles through the column were measured under steady-state conditions to establish the method of estimating the water vapor diffusion coefficient. Transient water vapor fluxes and relative humidity profiles were measured and a numerical model was developed to simulate the laboratory observations. The numerical model demonstrated the importance of water sorption in controlling the transient water vapor flux. Sorption described as a log–linear function of suction gave reasonable results for the numerical modeling of the glass beads and waste rock.

Get full access to this article

View all available purchase options and get full access to this article.

References

American Society of Heating, Regrigerating and Air Conditioning Engineers, Inc. (ASHRAE). (1982). “Standard method for measurement of moist air properties.” Atlanta.
Barbour, S. L.(1998). “Nineteenth Canadian geotechnical colloquim: The soil–water characteristic curve: A historical perspective.” Can. Geotech. J., 35, 873–894.
Bruch, P. G. (1993). “A laboratory study of evaporative fluxes in homogeneous and layered soils.” MSc thesis, Dept. of Civil Eng., Univ. of Saskatchewan, Saskatoon, Sask., Canada.
Campbell, G. S., Jungbauer, J. D., Shiozawa, S., and Hungerford, R. D.(1993). “A one-parameter equation for water sorption isotherms of soils.” Soil Sci., 156(5), 302–305.
Campbell, G. S., and Shiozawa, S. (1992). “Prediction of hydraulic properties of soils using particle-size distribution and bulk density data.” Proc., Int. Workshop on Indirect Methods for Estimating Properties of Unsaturated Soils, Univ. of California, Riverside, Calif.
Croney, D., and Coleman, J. D. (1961). “Pore pressure and suction in soil.” Proc., Conf. on Pore Pressure and Suction in Soils, Butterworths, London, 31–37.
Fink, D. H., and Jackson, R. D.(1973). “An equation for describing water vapor adsorption isotherms of soils.” Soil Sci., 116(4), 256–261.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, Toronto.
Gardner, W. R., Hillel, D., and Benyamini, Y.(1970). “Postirrigation movement of soil water. II. Simultaneous redistribution and evaporation.” Water Resour. Res., 6, 1148.
Herasymuik, G. M., Wilson, G. W., Barbour, S. L., and Smith, T. (1995). “The characterization of hydrologic properties and moisture migration pathways of a waste rock dump.” Proc., 19th Annual British Columbia Mine Reclamation Symp., Dawson Creek, B.C., Canada.
Kimball, B. A. (1965). “Soil atmosphere composition as related to microbial activity and diffusion coefficient.” MS thesis, Library, Iowa State University, Ames, Iowa.
Kirkham, D., and Powers, W. L. (1972). Advanced soil physics, Wiley, New York.
Lai, S.-H., Tiedje, J. M., and Erickson, A. E. (1976). “In situ measurement of gas diffusion coefficient in soil.” Proc., Soil Science Society of America, 40, 3–6.
MathWorks, Inc. (1997). The student edition of MATLAB® (Version 5 user’s guide), Prentice-Hall, Toronto.
Orchiston, H. D.(1953). “Adsorption of water vapor. I. Soils at 25°C.Soil Sci., 76, 453–465.
Philip, J. R.(1957). “The theory of infiltration. 3. Moisture profiles and relation to experiment.” Soil Sci., 84, 163.
Rossi, C., and Nimmo, J. R.(1994). “Modeling of soil water retention from saturation to oven dryness.” Water Resour. Res., 30(3), 701–708.
Scheidegger, A. E. (1957). The physics of flow through porous media, Univ. of Toronto, Toronto.
Sillers, W. S., and Fredlund, D. G.(2001). “Statistical assessment of soil–water characteristic curve models for geotechnical engineering.” Can. Geotech. J., 38, 1297–1313.
van Genuchten, M. T.(1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated flow.” Soil Sci. Soc. Am. J., 44, 892–898.
Webb, S. W.(2000). “A simple extension of two-phase characteristic curves to include the dry region.” Water Resour. Res., 36(6), 1425–1430.
Wilson, G. W. (1990). “Soil evaporative fluxes for geotechnical engineering problems.” PhD thesis, Dept. of Civil Eng., Univ. of Saskatchewan, Saskatoon, Sask., Canada.
Young, J. F.(1967). “Humidity control in the laboratory using salt solutions—A review.” J. Appl. Chem., 17, 241–245.
Zhou, J. (1997). “Vapor diffusion in waste rock.” MSc thesis, Dept. of Civil Eng., Univ. of Saskatchewan, Saskatoon, Sask., Canada.
Zou, R. P., and Yu, A. B.(1995). “Packing of spheres in a cylindrical container: The thickness effect.” Chem. Eng. Sci., 50(9), 1501–1507.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130Issue 3March 2004
Pages: 293 - 302

History

Received: Jul 29, 2002
Accepted: Jun 6, 2003
Published online: Feb 19, 2004
Published in print: Mar 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Bonnie Sjoberg Dobchuk
Research Assistant, Dept. of Civil and Geological Engineering, Univ. of Saskatchewan, 57 Campus Dr., Saskatoon SK, Canada S7N 5A9.
S. Lee Barbour, M.ASCE
Professor, Dept. of Civil and Geological Engineering, Univ. of Saskatchewan, 57 Campus Dr., Saskatoon SK, Canada S7N 5A9.
Jian Zhou
Project Engineer, DASSE Design, Inc., 1999 Harrison St. Ste., No. 500 Oakland, CA 94612.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share