TECHNICAL PAPERS
Jun 15, 2009

Hydraulic Design Tables for Horizontal Liquid Injection Systems in Bioreactor Landfills

Publication: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Volume 13, Issue 3

Abstract

This paper describes the development and application of design tables for the hydraulic design of perforated pipes used in horizontal injection trenches in bioreactor landfills. It outlines the computational approach adopted and the pipe physical and operational characteristics analyzed. The results, presented through design tables, address the issue of selection of appropriate pipe diameter and length, perforation diameter and spacing, and inlet hydraulic head and flow rate required to achieve uniform discharge of liquid from the perforations along the length of the line, subject to typical design conditions. Design limits for pipe physical and operational characteristics were established through sensitivity analysis. An illustrative example is provided to demonstrate the use of the design tables and impact of perforated pipe design on other bioreactor landfill components.

Get full access to this article

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

Acknowledgments

This research was partially funded by a grant from the Natural Sciences and Engineering Research Council of Canada (NSERC) and Environmental Research and Education Foundation (EREF). The writers acknowledge the value of discussions with the various landfill operators and designers who contributed information.

References

Al-Yousfi, A. B. (1992). “Modeling of leachate and gas production and composition at sanitary landfills.” Ph.D. thesis, Univ. of Pittsburgh, Pittsburgh, 391.
Al-Yousfi, A. B., and Pohland, F. G. (1998). “Strategies for simulation, design, and management of solid waste disposal sites as landfill bioreactors.” Pract. Period. Hazard. Toxic Radioact. Waste Manage., 2(1), 13–21.
Benson, C. H., Barlax, M. A., Lane, D. T., and Rawe, J. M. (2007). “Practice review of five bioreactor/recirculation landfills.” Waste Manage., 27, 13–29.
Lozecznik, S. (2006). “Hydraulic design, operation and clogging of leachate injection pipes in bioreactor landfills.” MSc thesis, Univ. of Manitoba, Winnipeg, Canada, 137.
Miller, D. E., and Emge, S. M. (1997). “Enhancing landfill leachate recirculation system performance.” Pract. Period. Hazard. Toxic Radioact. Waste Manage., 1(3), 113–119.
Novy, L., VanGulck, J., and Ferguson, G. (2005). “Role of refuse hydraulic properties on liquid injection system design.” Proc., 58th Canadian Geotechnical Student Conf., Canadian Geotechnical Society, Saskatoon, Sask., Canada.
Pohland, F. G. (1975). “Accelerated solid waste stabilization and leachate treatment by leachate recycle through sanitary landfills.” Prog. Water Technol., 7, 753–765.
PPI. (2006). Plastic Pipe Institute Handbook of polyethylene pipe, 1st Ed., Plastic Pipe Institute, Irving, Tex., ⟨www.plasticpipe.org⟩.
Reinhart, D. R., and Townsend, T. G. (1997). Landfill bioreactor design and operation, CRC, Boca Raton, Fla., 189.
Roberson, J. A., Cassidy, J. J., and Chaudhry, M. H. (1998). Hydraulic engineering, Houghton Mifflin, Boston.
Simard, A., Norstrom, J., and Bourquet, H. (2003). “Constructing, operating and monitoring of a bioreactor landfill in Saint-Sophie, Quebec, Canada.” Proc., Sardinia 91, Ninth Int. Waste Management and Landfill Symp., CISA, Cagliari, Italy.
Townsend, T. G. (1995). “Leachate recycle at solid landfills using horizontal injection.” Ph.D. thesis, Univ. of Central Florida, 120.
Townsend, T. G., and Miller, W. L. (1998). “Leachate recycling using horizontal injection.” Adv. Environ. Res., 2(2), 129–138.
Warzinski, J., Watermolen, B. T., Torresani, M., and Genthe, D. R. (2000). “A superior approach to recirculation.” ⟨http://www.wasteage.com⟩.

Information & Authors

Information

Published In

Go to Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Volume 13Issue 3July 2009
Pages: 147 - 155

History

Received: Jun 8, 2008
Accepted: Oct 2, 2008
Published online: Jun 15, 2009
Published in print: Jul 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Jamie F. VanGulck, Ph.D. [email protected]
P.Eng.
Chief Technical Officer, Arktis Solutions Inc., 186 Steepleridge St., Kitchener ON, Canada N2P 2V1; also, Adjunct Professor, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Canada (corresponding author). E-mail: [email protected]
Stanislaw Lozecznik, M.Sc.
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Manitoba, Canada R3T 5V6.
Joseph H. Murdock
Chief Executive Officer, Arktis Solutions Inc., 117 Loutitt St., Yellowknife NT, Canada X1A 3M2.

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