TECHNICAL PAPERS
Nov 1, 2001

Optimization of Bed Material Height in a Submerged Biological Aerated Filter

Publication: Journal of Environmental Engineering
Volume 127, Issue 11

Abstract

Several years after beginning to study submerged biological aerated filters, the Environmental Technology and Environmental Microbiology Research Group (University of Granada, Spain) optimized the performance of this system, using a ceramic-based material bed. This material is generated by ceramic materials factories, as a waste product which is then grinded. Therefore, the use of this bed material maximizes the use of discarded material. A comparative study of height for the ceramic-based material bed, with regard to the TBOD5 and suspended solids parameters, is presented. For every bed material height, relations among volumetric loads applied and effluent concentrations are presented, as well as relations among hydraulic loads applied and effluent concentrations. Aiming for a maximum consumption value of 1.2 kg O2/kg TBOD5,eliminated, the air volume supplied was fixed. The real values obtained for this parameter are presented in relation to the TBOD5 volumetric load applied. The tests were performed at a pilot plant with full-scale height and a pilot scale cross-sectional area. The influent that was the primary effluent of a conventional treatment plant, was injected in the top of the filter, to create countercurrent flow.

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References

1.
Canler, J. P., and Perret, J. M. ( 1994). “Biological aerated filters: Assessment of the process based on 12 sewage treatment plants.” Water Sci. and Technol., 29(10–11), 13–22.
2.
Chudoba, J., Ottava, V., Grau, P., Blaha, J., and Madera, V. ( 1973). “Control of activated sludge bulking.” Water Res., 7/8, 1163–1237.
3.
Dauthuille, P., Kandel, X., and Druesne, M. ( 1992). “Association de réacteurs à cultures fixées pou l'élimination de la pollution carbonée et azotée.” Techniques Sciences-Methodes Eau, Association Generale des Hygienistes et Techniciens Municipaux, 87(4), 177–185 (in French).
4.
European Directive 91/271 CEE. ( 1991). Diario Oficial de las Comunidades Europeas, NşL 135/40–91 (in Spanish).
5.
Grasmick, A., Elmaeh, S., and Aim, B. ( 1979). “Etude expérimentale de la filtration biologique immergée.” Water Res., 14, 613–626 (in French).
6.
Gros, H., and Álvarez, J. ( 1991). “Tratamiento biológico de aguas residuales urbanas por biofiltración sobre material granuloso y nitrificación sobre soporte sumergido.” Tecnoloǵıa del agua, 86, 58–65 (in Spanish).
7.
Harsman, E. H., Roeleved, P. J., and Rensink, J. H. ( 1997). “High nutrient removal in the 3-sludge sewage-treatment system results and economic evaluation.” Water Sci. and Technol., 35(10), 129–136.
8.
Hirose, M. ( 1983). “A new combination of the activated sludge system and surface fixed organisms.” Wasser-Abwasser-GWF, Bundesverband der Deutschen Gas-und Wasserwirtschaft, 124, 239–242.
9.
Kantardjieff, A., and Jones, J. P. ( 1997). “Practical experiences with aerobic biofilters in TMP (thermomechanical pulping), sulfite and fine paper mills in Canada.” Water Sci. and Technol., 35(2–3), 227–234.
10.
Lazarova, V., and Manem, J. ( 1994). “Advances in biofilm aerobic reactors ensuring effective biofilm activity control.” Water Sci. and Technol., 29(10–11), 319–327.
11.
Mann, A. T., and Stephenson, T. ( 1997). “Modelling biological aerated filters for wastewater treatment.” Water Res., 31(10), 2443–2448.
12.
Partos, J., Richard, Y., and Amar, D. ( 1985). “Removal de la pollution carbonée sur cultures fixées aerobies.” Techniques Sciences-Methodes Eau, 80(4), 193–198 (in French).
13.
Pujol, R., Canler, J. P., and Iwema, A. ( 1992). “Biological aerated filters: An attractive and alternative biological process.” Water Sci. and Technol., 26(3–4), 693–702.
14.
Rittman, B. E., and McCarty, P. L. ( 1980). “Design of fixed-film processes with steady-state biofilm model.” Biotechnol. and Bioengrg., 22(11), 2343–2357.
15.
Rogalla, F., Lacamp, B., Bacquet, G., and Hansen, F. ( 1991). “Ten years after: Les biofiltres aérés à l'heure européenne.” L'eau, L'Industrie, Les nuisances, Pierre Johanet et ses Fils, 147, 49–52 (in French).
16.
Ryhiner, G., Birou, B., and Gros, H. ( 1992). “The use of submerged structured packings in biofilm reactors for wastewater treatment.” Water Sci. and Technol., 26(3–4), 723–731.
17.
Sibony, J. ( 1983). “Applications industrielles des cultures fixées en épuration d eaux residuaires.” Proc., 5 Journée Scientifique: l eau, la recherche, l environnement, Lille,” SEPIC, Paris, 387–397 (in French).
18.
Smith, A. J., Hardy, P. J., Downing, A. L., and Morgan, S. ( 1992). “High rate sewage treatment using biological aerated filters.” J. Instn. of Water and Envir. Mgmt., 6(2), 179–193.
19.
Stensel, H. D., Brenner, R. C., Lee, K. M., Melcer, H., and Rakness, K. (1988). “Biological aerated filter evaluation.”J. Envir. Engrg., ASCE, 3(6), 655–671.
20.
Strohmeier, A., and Schroeter, I. ( 1993). “Experiences with biological filtration in advanced wastewater treatment.” Proc., Eur. Water Filtration Congr.
21.
Tschui, M., Boller, M., and Gujer, W. ( 1993a). “Tertiary nitrification in aerated biofilter reactors.” Proc., Eur. Water Filtration Congr., Vol. 17, 2.25–2.38.
22.
Tschui, M., Boller, M., Gujer, W., Eugster, J., Mäder, C., and Stengel. ( 1993b). “Tertiary nitrification in aerated pilot biofilters.” Proc., 2nd Int. Specialized Conf. on Biofilm Reactors, International Association of Water Quality, 109–116.
23.
Zamorano, M., Gómez, M. A., Hontoria, E., and González, J. ( 1995). “Study of different materials used as support beds for the purification of wastewater with biofilter.” Proc., Biofilm Struct., Growth, and Dyn. Congr., International Association of Water Quality, 343–348.
24.
Zhang, M., Tay, J. H., Qian, Y., and Gu, X. S. ( 1998). “Coke plant wastewater treatment by fixed biofilm system for COD and NH3-N removal.” Water Res., 32(2), 519–527.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 127Issue 11November 2001
Pages: 974 - 978

History

Received: Dec 31, 1998
Published online: Nov 1, 2001
Published in print: Nov 2001

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Prof., Departamento de Ingenieŕıa Civil, Universidad de Granada, Campus de Fuentenueva, s/n, 18071 Granada, Spain (corresponding author).
Prof., Departamento de Ingenieŕıa Civil, Universidad de Granada, Campus de Fuentenueva, s/n, 18071 Granada, Spain.

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