Abstract

Rapid sand filters are a familiar and mature technology, but the mechanical sophistication they incorporate in industrialized nations limits their sustainable application in developing countries. Conventional rapid sand filters require pumps, elevated tanks, or multiple filter units to generate high flow rates for backwashing. Stacked rapid sand filtration is introduced here as a more robust and sustainable alternative. A stacked rapid sand filter can backwash itself with no additional flow, which eliminates the need for pumps or other expensive equipment. This study presents laboratory and field proof-of-concept demonstrations of this novel technology. The multilayer configuration of stacked rapid sand filters allowed a laboratory unit to be loaded at 1.41.83mm/s (120160m/day) per layer and backwashed at 1011mm/s (860950m/day) with the same or similar total flow rate. The filtered effluent met U.S. Environmental Protection Agency drinking water standards. The backwash cycle was also demonstrated, and flushing of contaminants from the sand bed was effective even with 5–10 NTU backwash water. A test stacked filter unit also demonstrated satisfactory filtration performance and effective backwashing at several water treatment plants in Honduras.

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Acknowledgments

The research described in this paper was funded by the Sanjuan Foundation, and a P3 grant from the U.S. Environmental Protection Agency supports the general operation of the AguaClara research program. This project was supported by a number of people at Cornell University, including Dr. Po-Hsun Lin; staff members Paul Charles, Timothy Brock, and Cameron Willkens; and students Karen Swetland, Michael Liu, Jonny Ayala, Yoon Choi, Caroline Evans, and Collin Hollister. The authors also express their thanks to Daniel Smith, Sarah Long, and Antonio Elvir at Agua Para el Pueblo in Tegucigalpa, Honduras; and operators Oscar Amaya, Elias Amador, and Antonio Cerrato at the AguaClara water treatment plants in Francisco Morazán and La Paz, Honduras. Finally, special thanks are given to Big Foot Manufacturing in Cadillac, MI for donating slotted pipe for the experimental filters.

References

AguaClara. (2012a). 〈http://aguaclara.cee.cornell.edu/〉 (Feb. 4, 2012).
AguaClara. (2012b). “Project Sites.” 〈https://confluence.cornell.edu/display/AGUACLARA/Project+Sites〉 (Jul. 24, 2012).
Ahrens, B. T., and Mihelcic, J. R. (2006). “Making wastewater construction projects sustainable in urban, rural, and peri-urban areas.” J. Eng. Sustain. Dev., 1(1), 13–32.
American Water Works Association (AWWA). (1971). Water quality and treatment, 3rd Ed., McGraw Hill, New York.
Arora, H., Giovanni, G. D., and Lechevallier, M. (2001). “Spent filter backwash water contaminants and treatment strategies.” J. Am. Water Works Assn., 93(5), 100–112.
ASCE. (2009). “2009 report card for America’s infrastructure.” 〈http://www.infrastructurereportcard.org/〉 (May 24, 2011).
Baumann, E. R., and Oulman, C. S. (1970). “Sand and diatomite filtration practices.” Water quality improvement by physical and chemical processes, Gloyna, E. F., and Eckenfelder, W. W., eds., University of Texas Press, Austin, TX.
Cornwell, D. A., and MacPhee, M. J. (2001). “Effects of spent filter backwash recycle on Cryptosporidium removal.” J. Am. Water Works Assn., 93(4), 153–162.
Davis, M. L., and Cornwell, D. A. (2008). Introduction to environmental engineering, 4th Ed., McGraw Hill, New York.
Gitis, V. (2008). “Rapid sand filtration of Cryptosporidium parvum: Effects of media depth and coagulation.” Water Sci. Technol. Water Supply, 8(2), 129–134.
Hokanson, D. R., Zhang, Q., Cowden, J. R., Troschinetz, A. M., Mihelcic, J. R., and Johnson, D. M. (2007). “Challenges to implementing drinking water technologies in developing world countries.” Environ. Eng. Applied Res. Pract., 43(1), 2–9.
Lin, P.-H., Lion, L. W., and Weber-Shirk, M. L. (2011). “Comparison of the ability of three coagulants to enhance filter performance.” J. Environ. Eng., 137(5), 371–376.
Mihelcic, J. R., Fry, L. M., Myre, E. A., Phillips, L. D., and Barkdoll, B. D. (2009). Field guide to environmental engineering for development workers, ASCE, Reston, VA.
Mintz, E., Bartram, J., Lochery, P., and Wegelin, M. (2001). “Not just a drop in the bucket: Expanding access to point-of-use water treatment systems.” Am. J. Public Health, 91(10), 1565–1570.
Nasser, A., Huberman, Z., Dean, L., Bonner, F., and Adin, A. (2002). “Coagulation as a pretreatment of SFBW for membrane filtration.” Water Sci. Technol. Water Supply, 2(5–6), 301–306.
Reynolds, T. D., and Richards, P. A. (1996). Unit operations and processes in environmental engineering, PWS, Boston.
Stillwell, A. S., King, C. W., Webber, M. E., Duncan, I. J., and Hardberger, A. (2010). “The energy-water nexus in Texas.” Ecol. Soc., 16(1), 2.
U.S. Environmental Protection Agency (USEPA). (2010). “Drinking water contaminants.” 〈http://water.epa.gov/drink/contaminants/index.cfm〉 (Jul. 24, 2012).
Weber, W. J. (1972). Physicochemical processes for water quality control, Wiley-Interscience, New York.
Whittington, D., and Hanemann, W. M. (2006). “The economic costs and benefits of investments in municipal water and sanitation infrastructure: A global perspective.”, Dept. of Agricultural and Resource Economics and Policy, Univ. of California at Berkeley, Berkeley, CA.
Yang, C. B., Cheng, Y. L., Liu, J. C., and Lee, D. J. (2006). “Treatment and reuse of backwash water in Taipei water treatment plant, Taiwan.” Water Sci. Technol. Water Supply, 6(6), 89–98.
Yao, K. M., Habibian, M. T., and O’Melia, C. R. (1971). “Water and waste water filtration: Concepts and applications.” Environ. Sci. Technol., 5(11), 1105–1112.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 138Issue 10October 2012
Pages: 999 - 1008

History

Received: Aug 30, 2011
Accepted: Feb 24, 2012
Published online: Feb 27, 2012
Published in print: Oct 1, 2012

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Michael J. Adelman [email protected]
Graduate Student, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]
Monroe L. Weber-Shirk, Ph.D. [email protected]
Senior Lecturer and Research Associate, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853 (corresponding author). E-mail: [email protected]
Anderson N. Cordero [email protected]
Systems Consultant, Accenture, 1345 Avenue of the Americas, New York, NY 10105. E-mail: [email protected]
Sara L. Coffey [email protected]
Undergraduate Student, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]
William J. Maher [email protected]
Undergraduate Student, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]
Dylan Guelig [email protected]
Undergraduate Student, School of Mechanical and Aerospace Engineering, Upson Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]
Jeffrey C. Will [email protected]
Fulbright Fellow, Agua Para el Pueblo, Tegucigalpa, M. D. C., F. M., Honduras. E-mail: [email protected]
Sarah C. Stodter [email protected]
Engineer, ENVIRON, 4350 North Fairfax Dr., Suite 300, Arlington, VA 22203. E-mail: [email protected]
Matthew W. Hurst [email protected]
Graduate Student, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]
Leonard W. Lion, Ph.D. [email protected]
Professor, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853. E-mail: [email protected]

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