TECHNICAL NOTES
May 1, 2005

Can Hazardous Waste Sites be Breached as a Result of Future Climate Change?

Publication: Journal of Environmental Engineering
Volume 131, Issue 5

Abstract

One of the most important design parameters for hazardous waste sites is the amount of precipitation that is predicted to fall on the unit throughout the duration of its life, usually decades to centuries. However, this design factor is complicated by strong evidence that climate change, whether from anthropogenic or natural causes, has increased the frequency and duration of strong storms throughout the world. This increase in precipitation can have serious consequences for the integrity of hazardous waste disposal facilities. Since the amount of precipitation falling on these units can accelerate the leaching of contaminants to the subsurface, any increase could cause premature failure. Historical records of rainfall are often used as a prediction of future precipitation in the design of hazardous waste management units. However, measurements made since the 1800s indicate that large-scale changes in precipitation have occurred over the Northern Hemisphere. Thus, the siting of hazardous waste disposal facilities should include an analysis of the effects of this possible increase in precipitation. Hazardous waste disposal facilities (especially landfills) also have the potential for failure due to design limitations. Increased precipitation can breach the cover system and cause either subsidence or leaching of contaminants into the subsurface. Little actual research exists that quantifies the effects of increased precipitation on the operation of abandoned or closed hazardous waste sites, so these effects need to be reviewed.

Get full access to this article

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

References

Ankeny, M. D., Coons, L. M., Majumdar, N., Kelsey, J., and Miller, M. (1997). “Performance and cost considerations for landfill caps in semi-arid climates.” Proc. of Landfill Capping in the Semi-Arid West: Problems, Perspectives, and Solutions, Environmental Science and Research Foundation, Idaho Falls, Id.
Blackman, W. C. (1993). Basic hazardous waste management, Lewis, New York.
Bradley, R. S., Diaz, H. F., Eischeid, J. K., Jones, P. D., Kelly, P. M., and Goodess, C. M. (1987). “Precipitation fluctuations over northern hemisphere land areas since the mid-19th century.” Science, 237, 171–175.
Dwyer, S. F., (1998a). “Alternative covers pass the test.” Civ. Eng. Mag., 60(9), 50–52.
Dwyer, S. F. (1998b). “Large-scale study of landfill covers at Sandia National Laboratories.” Sandia National Laboratories Rep. No. SAND98-2021.
Giroud, J. P., and Bonaparte, R. (1989). “Leakage through liners constructed with geomembranes—Part I. Geomembrane liners.” Geotext. Geomembr., 8, 27–67.
Giroud, J. P., Khatami, A., and Bady-Tweeneboth, K. (1989). “Evaluation of the rate of leakage through composite liners.” Geotext. Geomembr., 8, 337–340.
Gleick, P. H., and Adams, D. B. (2000). Water: The potential consequences of climate variability and change for the water resources of the United States, Pacific Institute for Studies in Development, Environment, and Security, San Francisco.
Houghton, J. T., Meirafilho, L. G., Calendar, B. A., Harris, N., Kattenberg, A., and Magkell, K., eds. (2001). Climate change 2001-The scientific basis. Intergovernmental Panel on Climate Change, Cambridge University Press, Washington, D.C.
Karl, T. R., Knight, R. W., and Plummer, N. (1995). “Trends in high-frequency climate variability in the Twentieth Century.” Nature (London), 377, 217–220.
Kim, W. H., and Daniel, D. E. (1992). “Effects of freezing on hydraulic conductivity of compacted clay.” J. Geotech. Eng., 118(7), 1083–1097.
Koerner, R. M. (1998). Designing with geosynthetics, Prentice-Hall, Upper Saddle River, N.J.
Morris, C. E., Thomson, B. M., and Stormont, J. C. (1999). “Design of dry barriers for containment of contaminants in unsaturated soils.” Ground Water Monit. Rem., 19, 145–155.
National Weather Service (NWS). (1961). “Rainfall frequency atlas of the United States, 30-minute to 24-hour durations, 1 to 100-year return periods.” Technical Paper No. 40, Washington, D.C.
Richardson, G. N., and Garrett, G. D. (2000). “Percolation through landfill covers.” Geotech. Fabr. Rep., 18, 3.
Ritcey, A. C., and Wu, Y. S. (1999). “Evaluation of the effect of future climate change on the distribution and movement in the unsaturated zone at Yucca Mountain, NV.” J. Contam. Hydrol., 38, 1–3.
Rofer, C. K., Martinez, B. A., Klein, M. B., Bayhurst, G. K., and Triay, I. R. (1999). “Moisture Accumulation under Asphalt Covers at Radioactive Waste-Burial Sites.” Pract. Period. Hazard., Toxic, Radioact. Waste Manage., 3(1), 10–17.
Thiel, R. S., and Stewart, M. G. (1993) “Geosynthetic landfill cover design methodology and construction experience in the Pacific Northwest.” Proc., Geosynthetics '93, Vancouver, Canada, IFAI, 1131–1144.
United States Department of Energy (USDOE). (2000). “Alternative landfill cover.” DOE/EM-0558, Government Printing Office, Washington, D.C.
United States Environmental Protection Agency (USEPA). (1987). “Geosynthetic design guidance for hazardous waste landfill cells and surface impoundments.” EPA/600/2-87/025, Government Printing Office, Washington, D.C.
United States Environmental Protection Agency (USEPA). (1989). “Final covers on hazardous waste landfills and surface impoundments.” Technical Guidance Document, EPA/530/SW-89/047. Office of Solid Waste and Emergency Response, Government Printing Office, Washington, D.C.
United States Environmental Protection Agency (USEPA). (1991). “Design and construction of RCRA/CERCLA final covers.” EPA/625/4-91/025, Government Printing Office, Washington, D.C.
United States Environmental Protection Agency (USEPA). (1995). “Report of 1995 workshop on geosynthetic clay liners.” Office of Research and Development, Rep. No. EPA/600/R-96/149, Government Printing Office, Cincinnati.
United States Global Change Research Program, National Assessment Synthesis Team (NAST). (2001). Climate change impacts on the united states: the potential consequences of climate variability and change, overview report, Cambridge University Press, Washington, D.C.
Warith, M. A., Smolkin, P. A., and Caldwell, J. G. (1994). “Evaluation of an HDPE geomembrane landfill cover performance.” Geosynthet. Int., 1, 201–219.
Watson, R. T. Zinyowera, M. C., and Moss, R. H. (1997). The regional impacts of climate change, Cambridge University Press, Cambridge, U.K.
Wu, Y. S., Pan, L., Zhang, W., and Bodvarsson, G. S. (2002). “Characterization of flow and transport processes within the unsaturated zone of Yucca Mountain, Nevada, under current and future climates.” J. Contam. Hydrol., 54, 3–4.
Zimmie, T. F. (1992). “Freeze–thaw effects on permeability of compacted clay liners and covers.” Geotech. News, March.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 5May 2005
Pages: 810 - 814

History

Received: May 10, 2002
Accepted: Jun 25, 2004
Published online: May 1, 2005
Published in print: May 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Timothy M. Kelly, M.ASCE
P.E.
Project Manager, Joyce Engineering Inc., Richmond, VA 23220.
John W. Winchester
Professor Emeritus, Dept. of Oceanography, Florida State Univ., Tallahassee, FL 32306.

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