TECHNICAL PAPERS
Nov 3, 2010

Heterogeneity of Rapid Sand Filters and Its Effect on Contaminant Transport and Nitrification Performance

Publication: Journal of Environmental Engineering
Volume 137, Issue 4

Abstract

Laboratory and full-scale experiments were conducted to investigate the development and effect of heterogeneity caused by filter media nonuniformity, biofilm, particles, precipitates, and gas bubbles in rapid sand filters used for drinking-water treatment. Salt tracer experiments were conducted in laboratory columns and in a waterworks, where a new tracer method for rapid sand filters was developed. Pore-water velocities and dispersivities were estimated by fitting an analytical solution to the measured breakthrough curves. Results of the column experiments showed an increase in average longitudinal dispersivity of more than 33% in the 116 h after the start of filtration with a constant pore-water velocity and a zero-order nitrification rate of 9mgN/L/h. The full-scale experiments showed that the rapid sand filter was heterogeneous with pore-water velocities ranging from 2.2 to 3.3m/h for the same inlet flow. A first-order nitrification reaction with spatially variable pore-water velocity could be interpreted as a zero-order reaction with a constant pore-water velocity. A model demonstrated that filter heterogeneity could result in higher filter outlet ammonium concentrations.

Get full access to this article

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

Acknowledgments

This study was supported in part by Grontmij|CarlBro and the Urban Water Tech Research School. We acknowledge the support of the municipality of Gentofte, particularly of the employees of Sjælsø Waterworks who allowed us to perform the experiments in the rapid sand filters and provided the necessary data. We are grateful to Dr. Morten Riemer (Grontmij|CarlBro) for fruitful discussions and comments. We thank Bent Skov for his precious assistance in the laboratory and at the waterworks.

References

Bablon, G. P., Ventresque, C., and Benaim, R. (1988). “Developing a sand-GAC filter to achieve high-rate biological filtration.” J. Am. Water Works Assoc., 80(12), 47–53.
Coad, M. A., and Ives, K. J. (1981). “Investigation of deep bed filters using tracers.” Proc., Filtration and Separation Equipment for Optimum Results, Filtration Society, London, 131–136.
de Vet, W., Rietveld, L. C., and van Loosdrecht, M. C. M. (2009). “Influence of iron on nitrification in full-scale drinking water trickling filters.” J. Water Supply: Res. Technol.—AQUA, 58(4), 247–256.
Doherty, J. (2005). Pest: Model-independent parameter estimation. User manual, 5th Ed., 〈http://www.pesthomepage.org/files/pestman.pdf〉 (Feb. 12, 2011).
Ducoste, J., Carlson, K., and Bellamy, W. (2001). “The integrated disinfection design framework approach to reactor hydraulics characterization.” J. Water Supply: Res. Technol.—AQUA, 50(4), 245–261.
Hartmann, S., Odling, N. E., and West, L. J. (2007). “A multi-directional tracer test in the fractured chalk aquifer of E. Yorkshire, UK.” J. Contam. Hydrol., 94(3-4), 315–331.
Huang, K., Toride, N., and Vangenuchten, M. T. (1995). “Experimental investigation of solute transport in large, homogeneous and heterogeneous, saturated soil columns.” Transp. Porous Media, 18(3), 283–302.
Kors, L. J., Moorman, J. H. N., Wind, A. P. M., and van der Hoek, J. P. (1998). “Nitrification and low temperature in a raw water reservoir and rapid sand filters.” Water Sci. Technol., 37(2), 169–176.
Laurent, P., Kihn, A., Andersson, A., and Servais, P. (2003). “Impact of backwashing on nitrification in the biological activated carbon filters used in drinking water treatment.” Environ. Technol., 24(3), 277–287.
Lawler, D. F., and Nason, J. A. (2006). “Granular media filtration: Old process, new thoughts.” Water Sci. Technol., 53(7), 1–7.
Leij, F. J., Skaggs, T. H., and Vangenuchten, M. T. (1991). “Analytical solutions for solute transport in 3-dimensional semi-infinite porous-media.” Water Resour. Res., 27(10), 2719–2733.
Li, Y. M., and Ghodrati, M. (1997). “Preferential transport of solute through soil columns containing constructed macropores.” Soil Sci. Soc. Am. J., 61(5), 1308–1317.
Lunati, I., Kinzelbach, W., and Sorensen, I. (2003). “Effects of pore volume-transmissivity correlation on transport phenomena.” J. Contam. Hydrol., 67(1–4), 195–217.
Lytle, D. A., Sorg, T. J., Wang, L. L., Muhlen, C., Rahrig, M., and French, K. (2007). “Biological nitrification in a full-scale and pilot-scale iron removal drinking water treatment plant.” J. Water Supply: Res. Technol.—AQUA, 56(2), 125–136.
Mazeikiene, A., Valentukeviciene, M., and Jankauskas, J. (2010). “Laboratory study of ammonium ion removal by using zeolite (clinoptilolite) to treat drinking water.” J. Environ. Eng. Landscape Manage., 18(1), 54–61.
Nelson, N. T., Hu, Q., and Brusseau, M. L. (2003). “Characterizing the contribution of diffusive mass transfer to solute transport in sedimentary aquifer systems at laboratory and field scales.” J. Hydrol., 276(1–4), 275–286.
Niquette, P., et al. (1998). “Backwashing first-stage sand—BAC filters.” J. Am. Water Works Assoc., 90(1), 86–97.
Ogata, A., and Banks, R. B. (1961). “A solution of the differential equation of longitudinal dispersion in porous media.” Professional Paper No. 411-A, USGS, Washington, DC.
Pendse, H., Tien, C., Rajagopalan, R., and Turian, R. M. (1978). “Dispersion measurement in clogged filter beds—diagnostic study on morphology of particle deposits.” AIChE J., 24(3), 473–485.
Riemer, M., Kristensen, G. H., and Harremoes, P. (1980). “Residence time distribution in submerged biofilters.” Water Res., 14(8), 949–958.
Rodier, E., Dodds, J. A., Leclerc, D., and Clement, G. (1997). “Changes in fluid residence time distribution during deep-bed filtration.” Chem. Eng. J., 68(2–3), 131–138.
Scardina, P., and Edwards, M. (2002). “Practical implications of bubble formation in conventional treatment.” J. Am. Water Works Assoc., 94(8), 85–94.
Seifert, D., and Engesgaard, P. (2007). “Use of tracer tests to investigate changes in flow and transport properties due to bioclogging of porous media.” J. Contam. Hydrol., 93(1–4), 58–71.
Sharma, B., and Ahlert, R. C. (1977). “Nitrification and nitrogen removal.” Water Res., 11(10), 897–925.
Stevens, D. K., Berthouex, P. M., and Chapman, T. W. (1986). “The effect of tracer diffusion in biofilm on residence time distributions.” Water Res., 20(3), 369–375.
Tränckner, J., Wricke, B., and Krebs, P. (2008). “Estimating nitrifying biomass in drinking water filters for surface water treatment.” Water Res., 42(10–11), 2574–2584.
Uhl, W., and Gimbel, R. (2000). “Dynamic modeling of ammonia removal at low temperatures in drinking water rapid filters.” Water Sci. Technol., 41(4–5), 199–206.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 137Issue 4April 2011
Pages: 248 - 257

History

Received: Oct 26, 2009
Accepted: Nov 1, 2010
Published online: Nov 3, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Laure Lopato [email protected]
Dept. of Environmental Engineering, Miljøvej, Building 113, Technical Univ. of Denmark, 2800 Kongens Lyngby, Denmark (corresponding author). E-mail: [email protected]
Zofia Galaj [email protected]
Krüger, Gladsaxevej 363, 2860 Søborg, Denmark. E-mail: [email protected]
Sébastien Delpont [email protected]
BeCitizen, 3 allée verte, 75011 Paris, France. E-mail: [email protected]
Philip J. Binning [email protected]
Associate Professor, Dept. of Environmental Engineering, Miljøvej, Building 113, Technical Univ. of Denmark, 2800 Kongens Lyngby, Denmark. E-mail: [email protected]
Professor, Dept. of Environmental Engineering, Miljøvej, Building 113, Technical Univ. of Denmark, 2800 Kongens Lyngby, Denmark. 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