TECHNICAL PAPERS
Sep 15, 2009

Impact of Traffic Load Cycles on Urban Battery Litter

Publication: Journal of Environmental Engineering
Volume 135, Issue 10

Abstract

Recent studies have demonstrated that the annual rates of consumer battery litter on urban pavements can be as high as 215 batteries per hectare of pavement and 0.4 batteries per meter of curb. As littered batteries deteriorate, they release components of potential environmental significance (Ag, Ba, Cd, Cr, Cu, Hg, Li, Mn, Na, Ni, Pb, Ti, Zn) and add to urban storm water contamination. However, consumer batteries come in many sizes, brands, and power chemistries, all of which may deteriorate at different rates in response to hostile physical and chemical conditions. The work presented here examines the impact of tire load cycles on battery litter. Tests were conducted on 735 individual cells representing 42 brands of AAA, AA, C, and D cell batteries. Results indicate that there are significant differences in the deterioration properties of battery brands and power chemistry types. Alkaline batteries are most resistant to deformation under tire loading. Nearly 50% survive their first tire load and about 30% survive 100 tire load cycles without rupturing. Zinc chloride/zinc carbon (ZnCl/ZnC) batteries are less resistant to deformation. Only approximately 10% survive their first load cycle unruptured. Cell size appears to have little influence on traffic-induced rupture. Based on general battery litter profiles, mass loading calculations for moderate traffic areas should assume that 70% of littered cells have experienced rupture release. This estimate should be increased to 85% for heavy traffic areas. These estimates may be refined if more detail is available on the brand and type distribution of site battery litter.

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Acknowledgments

This research was conducted with support of National Science Foundation Grant Nos. NSFCMS 99–01108 and NSFCBET-0650675. The writers also acknowledge the contributions of Adam Rozsa in developing load cycle tests for battery litter.

References

Hise, S. J. (2003). “Feral battery generation rates and chemical release properties.” Thesis, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.
Jennings, A. A. (2004). “Comments, unfair trade practices task force, consumer battery import practices.” ⟨http://ia.ita.doc.gov/download/utph/comments/jennings-utp-cmt.pdf⟩ (July 17, 2004).
Jennings, A. A. (2009). “Zinc pollution potential of consumer battery litter.” J. Environ. Eng., submitted.
Jennings, A. A., Hise, S., Kiedrowski, B., and Krouse, K. (2009). “Urban battery litter.” J. Environ. Eng., 135(1), 46–57.
Jennings, A. A., and Kiedrowski, B. K. (2008). Guidance for identifying battery product lines, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.
Jennings, A. A., and Kiedrowski, K. B. (2009). “Corrosion deterioration in consumer battery litter.” J. Environ. Eng., submitted.
Kiedrowski, B. K. (2003). “Experimental analysis of feral battery deterioration rates.” Thesis, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.
Krouse, C. (2006). “Modeling heavy metal mass loading for littered batteries in urban environments.” Thesis, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.
Krouse, C., and Jennings, A. A. (2005). “Traffic load deformation of consumer batteries in urban litter.” SOURCE Fellowship Final Rep., Case Western Reserve Univ., Cleveland, Ohio.
Krouse, C., Jennings, A. A., and Gasparini, D. (2009). “Modeling heavy metal mass releases form urban battery litter.” Environ. Modell. Softw., 24(4), 557–568.
National Capital Poison Center (NCPC). (2008). “National button battery ingestion hotline.” ⟨http://www.poison.org/prevent/battery.asp⟩ (Sept. 9, 2008).
National Highway Traffic Safety Administration (NHTSA). (2001). “National automotive sampling system tire pressure special study.” ⟨http://www-nrd.nhtsa.dot.gov/pdf/nrd-01/NRDmygs/2001/0701TirePressure.pdf⟩ (Sept. 9, 2008).
Rozsa, A. (2003). “Physical deterioration of feral batteries.” Thesis, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 135Issue 10October 2009
Pages: 964 - 971

History

Received: Oct 2, 2008
Accepted: Feb 6, 2009
Published online: Sep 15, 2009
Published in print: Oct 2009

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Authors

Affiliations

Aaron A. Jennings, Ph.D., M.ASCE
P.E.
Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106.
Caleb Krouse
Environmental Engineer, URS Corporation, 1375 Euclid Ave. Suite 600, Cleveland, OH 44115.
Ryan F. Troy
Civil Engineer, Golder Associates Inc., 200 Central Parkway Suite C, Mt. Laurel, NJ 08054.

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