TECHNICAL PAPERS
Feb 1, 1999

Extension of Porosity and Surface Area Models for Uniform Porous Media

Publication: Journal of Environmental Engineering
Volume 125, Issue 2

Abstract

The porosity and specific surface of a porous media coated with an accumulating film is evaluated geometrically to take account of limitations to film growth imposed by contact between particles and the film as it develops around the particles. By representing the media with regularly packed spheres, and assuming a uniform film thickness, equations are derived to allow the calculation of porosity and specific surface area as a function of film thickness for each of the four possible regular packing arrangements for both thin and thick films. It is shown that previous models begin to break down at a ratio 2Lt/dp of film thickness, Lt to particle diameter, dp of 0.41 for a cubic packing, and 0.15 for an orthorhombic, tetragonal, or rhombohedral packing. Thus, although the previous models may give acceptable results for thin films, such as those encountered in wastewater engineering, they give erroneous porosities and specific surfaces when used to model the thicker films that occur as landfill leachate collection systems clog. Using the new equations it is shown that the porosity is reduced to 10% of its original value (and thus deemed clogged) for dimensionless film thicknesses 2Lt/dp of 0.39, 0.31, 0.20, and 0.18 for the cubic, orthorhombic, tetragonal, and rhombohedral packing arrangements, respectively, using the corrected equations. The model is intended for use in estimating the clogging rate of landfill leachate collection systems because of the buildup of thick biological and mineral films.

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References

1.
Barlow ( 1884). Nature . 19, 186–188, 205–207.
2.
Brune, M., Ramke, H. G., Collins, H. J., and Hanert, H. H. ( 1991). “Incrustation processes in drainage systems of sanitary landfills.” Proc., Sardinia 91, 3rd Int. Landfill Symp., Centro Ingegneria Sanitaria Ambientale, Environmental Sanitary Engineering Centre, Cagliari, Italy, 999–1035.
3.
Cadle, R. D. ( 1965). Particle size, theory and industrial applications . Van Nostrand Reinhold, New York.
4.
Cooke, A. J. ( 1997). “Modelling of clogging in laboratory column experiments conducted with synthetic landfill leachate,” MESc thesis, Department of Civil and Environmental Engineering, University of Western Ontario, Ontario, Canada.
5.
Cooke, A. J., Rowe, R. K., Rittmann, B. E., and Fleming, I. R. ( 1998). “Modelling biochemically driven mineral precipitation in anaerobic biofilms.” Water, Sci. and Technol., in press.
6.
Deb, A. K. (1969). “Theory of sand filtration.”J. Sanit. Engrg. Div., ASCE, 96(3), 399–422.
7.
Fleming, I. R., Rowe, R. K., and Cullimore, D. R. ( 1997). “Field observations of clogging in landfill leachate collection system.” Res. Rep. No. GEOT-13-97, Geotechnical Research Centre, University of Western Ontario, Ontario, Canada.
8.
Graton, L. C., and Fraser, H. J. ( 1935). “Systematic packing of spheres with particular relation to porosity and permeability.” J. Geol., 8(43), 785–909.
9.
McBean E. A., Mosher, F. R., and Rovers, F. A. ( 1993). “Reliability-based design for leachate collection systems.” Proc., Sardinia 93, 4th Int. Landfill Symp., Centro Ingegneria Sanitaria Ambientale, Environmental Sanitary Engineering Centre, Cagliari, Italy, 433–441.
10.
Rowe, R. K. ( 1998). “From the past to the future of landfill engineering through case histories.” Proc., 4th Int. Conf. on Case Histories in Geotech. Engrg., CD ROM Geosearch International, 145–166.
11.
Rowe, R. K., Cooke, A. J., Rittmann, B. E., and Fleming, I. R. ( 1997a). “Some considerations in numerical modelling of leachate collection system clogging.” Proc., 6th Int. Symp. on Numer. Methods in Geomech., Balkema, Brookfield, Vt., 277–282.
12.
Rowe, R. K., et al. ( 1997b). “Recent advances in understanding the clogging of leachate collection systems.” Proc., Sardinia '97, 6th Int. Landfill Symp., Centro Ingegneria Sanitaria Ambientale, Cagliari, Italy, 383–391.
13.
Rowe, R. K., Fleming, I., Cullimore, D. R., Kosaric, N., and Quigley, R. M. ( 1995a). “A research study of clogging and encrustation in leachate collection systems at municipal solid waste landfills.” UWO Res. Rep. prepared for Interim Waste Authority Ltd., Geotechnical Research Centre, Ontario, Canada.
14.
Rowe, R. K., Quigley, R. M., and Booker, J. R. ( 1995b). Clayey barrier systems for waste disposal facilities . E&FN Spon (Chapman & Hall), London.
15.
Rowe, R. K., Armstrong, M. D., and Cullimore, D. R. ( 1998). “Effect of particle size on the rate of clogging of a granular media using municipal solid waste leachate.” Res. Rep. No., Geotechnical Research Centre, University of Western Ontario, Ontario, Canada.
16.
Taylor, S. W. ( 1990). “Transport of substrate and biomass in porous media with application to in situ bioremediation of organic contaminants in groundwater,” PhD thesis, Department of Civil Engineering, Princeton, N.J.
17.
Taylor, S. W., Milly, P. C. D., and Jaffe, P. R. ( 1990). “Biofilm growth and the related changes in the physical properties of a porous medium, 2, Permeability.” Water Resour. Res., 26(9), 2161–2169.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 125Issue 2February 1999
Pages: 126 - 136

History

Received: Apr 17, 1998
Published online: Feb 1, 1999
Published in print: Feb 1999

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Dept. of Civ. and Envir. Engrg., Univ. of Western Ontario, London, ON, Canada N6A 5B9.
Dept. of Civ. and Envir. Engrg., Univ. of Western Ontario, London, ON, Canada N6A 5B9. E-mail: [email protected]

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