Technical Notes
Jan 12, 2013

Moisture Addition Requirements for Bioreactor Landfills

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 17, Issue 4

Abstract

The conversion of a traditional sanitary landfill to a bioreactor landfill typically involves the addition of moisture to the landfill to create an environment that promotes anaerobic waste stabilization. The objective of this technical note is to summarize conventional practices for selecting required moisture volumes and rates for full-scale bioreactor operations. Designers commonly select a target waste moisture content equivalent to field capacity, which corresponds to moisture addition ranging from 0.4 to 0.7m3 of landfill leachate per megagram of waste. The rate at which liquids are added depends on several site-specific factors including available liquid supply, impact on leachate collection system performance, the methods available for liquids addition, and performance concerns such as slope stability and leachate seepage. Existing sites (retrofit bioreactors) are generally limited by landfill design, while new sites (as-built bioreactors) can potentially allow for much greater liquid-addition rates. Required volumes calculated using the conventional approach are large and often difficult to achieve in practice with current technology. Additional recommendations are provided for the designer including accounting for spatial and temporal changes in field capacity and a phased liquid-addition rate that incorporates monitoring of the liquid-addition system.

Get full access to this article

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

Acknowledgments

This work was a product of funding to the University of Florida by the Florida Department of Environmental Protection and the Hinkley Center for Solid and Hazardous Waste Management (through the Florida Bioreactor Demonstration Project) and a project conducted by Innovative Waste Consulting Services for the USEPA’s Office of Research and Development.

References

Al-Yousfi, A. B., and Pohland, F. G. (1998). “Strategies for simulation, design, and management of solid wastes disposal sites as landfill bioreactors.” Pract. Period. Hazard. Toxic Radioact. Waste Manag., 2(1), 13–21.
Barlaz, M. A., Ham, R. K., and Schaefer, D. M. (1990). “Methane production from municipal refuse: A review of enhancement techniques and microbial dynamics.” Crit. Rev. Environ. Control, 19(6), 557–584.
El-Fadel, M. (1999). “Leachate recirculation effects on settlement and biodegradation rates in MSW landfills.” Environ. Tech., 20(2), 121–133.
Fungaroli, A. A., and Steiner, R. L. (1979). “Investigation of a sanitary landfill behavior. Vol. I, Final report.”, U.S. Environmental Protection Agency, Cincinnati, OH.
Gurijala, K. R., and Suflita, J. M. (1993). “Environmental factors influencing methanogenesis from refuse in landfill samples.” Environ. Sci. Technol., 27(6), 1176–1181.
Hartz, K. E., and Ham, R. K. (1983). “Moisture level and movement effects on methane production rates in landfill samples.” Waste Manage. Res., 1(2), 139–145.
Hudson, A. P., White, J. K., Beaven, R. P., and Powrie, W. (2004). “Modelling the compression behaviour of landfilled domestic waste.” Waste Manag., 24(3), 259–269.
Jain, P., Powell, J. P., Townsend, T. G., and Reinhart, D. R. (2006). “Estimating the hydraulic conductivity of landfilled municipal solid waste using the borehole permeameter test.” J. Environ. Eng., 132(6), 645–652.
Jang, Y. S., Kim, Y. W., and Lee, S. I. (2002). “Hydraulic properties and leachate level analysis of Kimpo metropolitan landfill, Korea.” Waste Manag., 22(3), 261–267.
Kim, J., and Pohland, F. G. (2003). “Process enhancement in anaerobic bioreactor landfills.” Water Sci. Technol., 48(4), 29–36.
Kinman, R. N., Rickabaugh, J. I., Walsch, J. J., and Vogt, W. G. (1982). “Leachate from co-disposal of municipal and hazardous waste in landfill simulator.” Proc., EPA 8th Annual Research Symp., Land Disposal of Hazardous Wastes, EPA-600/9-82-002, U.S. Environmental Protection Agency, Cincinnati, OH, 274–293.
Klink, R., and Ham, R. (1982). “Effects of moisture movement on methane production in solid waste samples.” Resour. Conservat., 8(1), 29–41.
Knox, K., De Rome, L., Caine, M., and Blakey, N. C. (1999). “Observation from a review of the Brogborough and Landfill 2000 test cell data.” Proc., 7th Int. Waste Management and Landfill Symp., Cisa Publisher, Padova, Italy, 45–52.
Komilis, D. P., Ham, R. K., and Stegmann, R. (1999). “The effect of landfill design and operation practices on waste degradation behavior: A review.” Waste Manage. Res., 17(1), 20–26.
National Emission Standards for Hazardous Air Pollutants for Source Categories (NESHAP). (2013). 40 Code of Federal Regulations, Part 63.1947 subpart AAAA.
Landva, A. O., Pelkey, S. G., and Valsangkar, A. J. (1998). “Coefficient of permeability of municipal refuse.” Proc., 3rd Int. Congress on Environmental Geotechnics, Vol. 1, Balkema, Rotterdam, Netherlands, 63–68.
Orta de Valasquez, M. T. O., Cruz-Rivera, R., Rojas-Valencia, N., Monje-Ramirez, I., and Sanchez-Gomez, J. (2003). “Determination of field capacity of municipal solid waste with surcharge simulation.” Waste Manag. Res., 21(2), 137–144.
Pohland, F. G. (1975). “Sanitary landfill stabilization with leachate recycle and residual treatment.”, U.S. Environmental Protection Agency, Cincinnati, OH.
Powrie, W., and Beaven, R. P. (1999). “Hydraulic properties of household waste and implications for landfills.” Proc. Inst. Civ. Eng. Geotech., 137(4), 235–247.
Qian, X., Koerner, R. M., and Gray, D. H. (2002). Geotechnical aspects of landfill design and construction, Prentice Hall, Upper Saddle River, NJ.
Reinhart, D. R., and Al-Yousfi, A. B. (1996). “The impact of leachate recirculation on municipal solid waste landfill operating characteristics.” Waste Manag. Res., 14(4), 337–346.
Reinhart, D. R., McCreanor, P. T., and Townsend, T. (2002). “The bioreactor landfill: Its status and future.” Waste Manag. Res., 20(2), 172–186.
Reinhart, D. R., and Townsend, T. G. (1998). Landfill bioreactor design and operation, Lewis, Boca Raton, FL.
Schroeder, P. R., Dozier, T. S., Zappi, P. A., McEnroe, B. M., Sjostrom, J. W., and Peyton, R. L. (1994). “The hydrologic evaluation of landfill performance (HELP) model: Engineering documentation for version 3.”, U.S. Environmental Protection Agency, Cincinnati, OH.
Tchobanoglous, G., Theisen, H., and Vigil, S. A. (1993). Integrated solid waste management: Engineering principles and management Issues, McGraw-Hill, New York.
Townsend, T. G., Miller, W. L., and Earle, J. F. K. (1995). “Leachate-recycle infiltration ponds.” J. Environ. Eng., 121(6), 465–471.
U.S. Environmental Protection Agency (USEPA). (1998). “Solid waste disposal.” Chapter 2, Compilation of air pollutant emission factors, AP-42, 5th Ed., Vol. 1, U.S. Environmental Protection Agency, Research Triangle Park, Durham, NC.
U.S. Environmental Protection Agency (USEPA). (2006). “Landfill bioreactor performance: second interim report outer loop recycling & disposal facility Louisville, Kentucky.”, Cincinnati, OH.
U.S. Environmental Protection Agency (USEPA). (2013). Criteria for municipal solid waste landfills. Title 40 Code of Federal Regulations, Part 258 subpart D.
Vaidya, D. R. (2002). “Solid waste degradation, compaction, and water holding capacity.” M.S. thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Wigh, R. J. (1979). “Boone County field study interim report.”, U.S. Environmental Protection Agency, Cincinnati, OH.
Zeccos, D. P. (2006). “Evaluation of static and dynamic properties of municipal-solid waste.” Ph.D. dissertation, Univ. of California–Berkeley, Berkeley, CA.
Zeiss, C., and Major, W. (1993). “Moisture flow through municipal solid waste: Patterns and characteristics.” J. Environ. Syst., 22(3), 211–231.
Zeiss, C., and Uguccioni, M. (1997). “Modified flow parameters for leachate generation.” Water. Environ. Res., 69(3), 276–285.
Zornberg, J. G., Jernigan, B. L., Sanglerat, T. R., and Cooley, B. H. (1999). “Retention of free liquids in landfills undergoing vertical expansion.” J. Geotech. Geoenviron., 125(7), 583–594.

Information & Authors

Information

Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 17Issue 4October 2013
Pages: 360 - 364

History

Received: Feb 27, 2012
Accepted: Jan 10, 2013
Published online: Jan 12, 2013
Discussion open until: Jun 12, 2013
Published in print: Oct 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Thabet Tolaymat
Environmental Engineer, National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, OH 45268.
Hwidong Kim
Assistant Professor, Environmental Science and Engineering, Gannon Univ., 109 University Square, Erie, PA 16541-0001.
Pradeep Jain
Project Engineer, Innovative Waste Consulting Services, LLC, 6628 NW 9th Blvd., Suite 3, Gainesville, FL 32605.
Jon Powell
Project Engineer, Innovative Waste Consulting Services, LLC, 6628 NW 9th Blvd., Suite 3, Gainesville, FL 32605.
Timothy Townsend [email protected]
M.ASCE
Professor, Dept. of Environmental Engineering Sciences, Univ. of Florida, P.O. Box 116450, Gainesville, FL 32611 (corresponding author). E-mail: [email protected]

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