Technical Papers
Aug 13, 2013

Biofilter Media Gas Pressure Loss as Related to Media Particle Size and Particle Shape

Publication: Journal of Environmental Engineering
Volume 139, Issue 12

Abstract

Pressure loss (ΔP) is a key parameter for estimating biofilter energy consumption. Accurate predictions of ΔP as a function of air velocity (V) are, therefore, essential to assess energy consumption and minimize operation costs. This paper investigates the combined impact of medium particle size and shape on the V-ΔP relationship. The V-ΔP measurements were performed using three commercially available materials with different particle shapes: crushed granite (very angular particles), gravel (particles of intermediate roundness), and lightweight clay aggregrate (almost spherical particles). A total of 21 different particle-size fractions, with particle sizes ranging from 2 to 14 mm, were considered for each material. As expected, ΔP decreased with increasing particle size in agreement with earlier findings. The value of ΔP, however, also showed a tendency to decrease with increasing particle roundness especially for fractions containing smaller particles. A new model concept for estimating V-ΔP across different particle-size fractions and shapes was proposed. This model yielded improved prediction accuracy in comparison with existing prediction approaches.

Get full access to this article

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

References

Ahmed, N., and Sunada, D. (1969). “Nonlinear flow in porous media.” J. Hydr. Div., 95(6), 1847–1857.
Andreasen, R. R., Canga, E., Kjaergaard, C., Iversen, B. V., and Poulsen, T. G. (2013). “Relating water and air flow characteristics in coarse granular materials.” Water Air Soil Pollut., 224(4).
Andreasen, R. R., Nicolai, R. E., and Poulsen, T. G. (2012). “Pressure drop in biofilters as related to dust and biomass accumulation.” J. Chem. Technol. Biotechnol., 87(6), 806–816.
Andreasen, R. R., and Poulsen, T. G. (2013). “Air flow characteristics in granular biofilter media.” J. Environ. Eng., 196–204.
Antohe, B. V., Lage, J. L., Price, D. C., and Weber, R. M. (1997). “Experimental determination of permeability and inertia coefficients of mechanically compressed aluminum porous matrices.” J. Fluids Eng., 119(2), 404–412.
Barona, A., Elias, A., Arias, R., Cano, I., and Gonzales, R. (2004). “Biofilter response to gradual and sudden variations in operating conditions.” Biochem. Eng. J., 22(1), 25–31.
Barret, P. J. (1980). “The shape of rock particles, a critical review.” Sedimentology, 27(3), 291–303.
Bowman, E. T., Soga, K., and Drummnond, W. (2001). “Particle shape characterisation using Fourier descriptor analysis.” Geotechnique, 51(6), 545–554.
Carman, P. C. (1937). “Fluid flow through granular beds.” Trans. Inst. Chem. Eng., 15, 150–166.
Chin, D. A., Price, R. M., and DiFrenna, V. J. (2009). “Nonlinear flow in karst formations.” Ground Water, 47(5), 669–674.
Connell, H., Zhu, J., and Bassi, A. (1999). “Effect of particle shape on crossflow filtration flux.” J. Membr. Sci., 153(1), 121–139.
Cornell, D., and Katz, D. L. (1953). “Flow of gases through consolidated porous media.” Ind. Eng. Chem., 45(10), 2145–2152.
Cox, E. P. (1927). “A method of assigning numerical and percentage values to the degree of roundness of sand grains.” J. Paleontol., 1(3), 179–183.
Darcy, H. (1856). Les fontaines publiques de la ville de dijon, V. Dalmont, ed., Paris.
De Oliveira, L. L., Duarte, I. C. S., Sakamoto, I. K., and Varesche, M. B. A. (2009). “Influence of support material on the immobilization of biomass for the degradation of linear alkylbenzene sulfonate in anaerobic reactors.” J. Environ. Manage., 90(2), 1261–1268.
Elias, A., Arias, R., Cano, I., Gonzales, R., and Barona, A. (2003). “Effect of sudden variations in operating conditions on biofilter performance.” Air Pollut., 13, 523–529.
Endo, Y., Chen, D. R., and Pui, D. Y. H. (2001). “Air and water permeation resistance across dust cakes on filters-effects of particle polydispersity and shape factor.” Powder Technol., 118(1–2), 24–31.
Ergun, S. (1952). “Fluid flow through packed columns.” Chem. Eng. Prog., 48(2), 89–94.
Fair, G. M., and Hatch, L. P. (1933). “Fundamental factors governing the streamline flow of water through sand.” J. — Am Water Works Assoc., 25, 1551–1565.
Forchheimer, P. H. (1901). “Wasserbewegung durch boden.” Zeitschrift ver deutscher ingenieure 50, 1782–1788 (in German).
Gadal-Mawart, A., Malhautier, L., Renner, C., and Fanlo, J. L. (2010). “Physicochemical and hydrodynamic characterisation of various packing materials for biofiltration.” Proc., 2010 Duke-UAM Conf. on Biofiltration for Air Pollution Control, Duke Univ., Durham, NC.
Geertsma, J. (1974). “Estimating coefficient of inertial resistance in fluid-flow through porous-media.” Soc. Pet. Eng. J., 14(5), 445–450.
Goldstein, N. (1996). “Odor control experiences: Lessons from the biofilter.” Biocycle, 37(4), 70–74.
Green, L., and Duwez, P. (1951). “Fluid flow through porous metals.” J. Appl. Mech. Trans. ASME, 18(1), 39–45.
Hamamoto, S., Moldrup, P., Kawamoto, K., and Komatsu, T. (2009). “Effect of particle size and soil compaction on gas transport parameters in variably saturated, sandy soils.” Vadose Zone J., 8(4), 986–995.
Hausrath, E. M., Neaman, A., and Brantley, S. L. (2009). “Elemental release rates from dissolving basalt and granite with and without organic ligands.” Am. J. Sci., 309(8), 633–660.
Kim, N. J., Hirai, M., and Shoda, M. (2000). “Comparison of organic and inorganic packing materials in the removal of ammonia gas in biofilters.” J. Hazard. Mater., 72(1), 77–90.
Kozeny, J. (1927). “Über kapillare leitung des wassers im boden.” Akad. Wiss. Wien, 136, 271–306 (in German).
Krumbein, W. C. (1941). “Measurements and geological significance of shape and roundness of sedimentary particles.” J. Sediment. Petrol., 11(2), 64–72.
Lage, J. L., Antohe, B. V., and Nield, D. A. (1997). “Two types of nonlinear pressure-drop versus flow rate relation observed for saturated porous media.” J. Fluids Eng. Trans. ASME, 119(3), 700–706.
Macdonald, I. F., El-Sayed, M. S., Mow, K., and Dullien, F. A. L. (1979). “Flow through porous media—The Ergun equation revisited.” Ind. Eng. Chem. Fundam., 18(3), 199–208.
Macdonald, M. J., Chu, C. F., Guilloit, P. P., and Ng, K. M. (1991). “A generalized Blake-Kozeny equation for multisized spherical-particles.” Aiche J., 37(10), 1583–1588.
Malhautier, L., Khammar, N., Bayle, S., and Fanlo, J. L. (2005). “Biofiltration of volatile organic compounds.” Appl. Microbiol. Biotechnol., 68(1), 16–22.
McNevin, D., and Barford, J. (1998). “Modelling adsorption and biological degradation of nutrients on peat.” Biochem. Eng. J., 2(3), 217–228.
Meloy, T. P. (1977). “Fast Fourier transforms applied to shape analysis of particle silhouettes to obtain morphological data.” Powder Technol., 17(1), 27–35.
Nicolai, R. E., and Janni, K. A. (2000). “Designing biofilters for livestock facilities.” Proc. 2nd Int. Conf. on Air Pollution from Agricultural Operations, American Society of Agricultural Engineers, St. Joseph, MI, 376–383.
Omosanya, K. O., Mosuro, G. O., Laniyan, T. A., and Ogunleye, D. (2012). “Prediction of gravity anomaly from calculated densities of rocks.” Adv. Appl. Sci. Res., 3(4), 2059–2068.
Pentland, A. (1927). “A method of measuring the angularity of sands.” Royal Soc. Canada Proc. Trans., 21(3), Appendix C.
Pugliese, L., Poulsen, T. G., and Andreasen, R. R. (2012). “Relating gas dispersion in porous media to medium tortuosity and anisotropy ratio.” Water Air Soil Pollut., 223(7), 4101–4118.
Rouse, P. C., Fannin, R. J., and Shuttle, D. A. (2008). “Influence of roundness on the void ratio and strength of uniform sand.” Geotechnique, 58(3), 227–231.
Sakuma, T., Hattori, T., and Deshusses, M. A. (2006). “Comparison of different packing materials for the biofiltration of airtoxics.” J. Air Waste Manage. Assoc., 56(11), 1567–1575.
Santamarina, J. C., and Cho, G. C. (2004). “Soil behaviour: The role of particle shape.” Proc., Skempton Conf., British Geotechnical Association, Imperial College London, London.
Scheidegger, A. E. (1960). The physics of flow through porous media, Macmillan, New York.
Sharma, P., and Poulsen, T. G. (2010). “Gas dispersion and immobile gas volume in solid and porous particle biofilter materials at low air flow velocities.” J. Air Waste Manage. Assoc., 60(7), 830–837.
Shinohara, K., Oida, M., and Golman, B. (2000). “Effect of particle shape on angle of internal friction by triaxial compression test.” Powder Technol., 107(1–2), 131–136.
Sorrentino, J. A., and Anlauf, H. (1999). “Some simple relationships about the influence of particle size distribution on cake permeability.” Adv. Filtrat. Separ. Technol., 13A–13B, 917–925.
Sperl, J., and Trckova, J. (2008). “Permeability and porosity of rocks and their relationship based on laboratory testing.” Acta Geodyn. Geomater., 5(1), 41–47.
Tickell, F. G. (1931). The examination of fragmental rocks, Stanford University Press, London.
Trussell, R. R., and Chang, M. (1999). “Review of flow through porous media as applied to head loss in water filters.” J. Environ. Eng., 998–1006.
Wadell, H. (1935). “Volume, shape and roundness of quartz particles.” J. Geol., 43(3), 250–280.
Wani, A. H., Branion, R. M. R., and Lau, A. K. (1997). “Biofiltration: A promising and cost-effective control technology for odors, VOCs and air toxics.” J. Environ. Sci. Health Part A: Toxic/Hazard. Subst. Environ. Eng., 32(7), 2027–2055.
Ward, J. C. (1966). “Closure to turbulent flow in porous media.” J. Hydr. Div., 92(4), 110–121.
Witt, K. J., and Brauns, J. (1983). “Permeability—anisotropy due to particle shape.” J. Geotech. Eng., 109(9), 1181–1187.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 139Issue 12December 2013
Pages: 1424 - 1431

History

Received: Mar 20, 2013
Accepted: Aug 10, 2013
Published online: Aug 13, 2013
Published in print: Dec 1, 2013
Discussion open until: Jan 13, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Lorenzo Pugliese [email protected]
Ph.D. Student, Dept. of Chemistry and Biotechnology, Aalborg Univ., Sohngaardsholmsvej 57, Alborg DK-9000, Denmark (corresponding author). E-mail: [email protected]
Tjalfe G. Poulsen [email protected]
Associate Professor, Dept. of Chemistry and Biotechnology, Aalborg Univ., Sohngaardsholmsvej 57, Aarhus DK-9000, Denmark. E-mail: [email protected]
Rune R. Andreasen [email protected]
Postdoctoral Researcher, Dept. of Agroecology, Aarhus Univ., Blichers Allé 20, Aarhus DK-8830, 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