TECHNICAL NOTES
Feb 1, 2001

Physical and Biological Performance of Self-Inoculated UASB Reactor Treating Raw Domestic Sewage

Publication: Journal of Environmental Engineering
Volume 127, Issue 2

Abstract

The dynamics of a self-inoculated upflow anaerobic sludge blanket (UASB) reactor treating raw sewage has been studied. The results suggest two types of start-up periods. During the first 6 weeks of operation, the reactor achieved a removal efficiency of up to 65% of total chemical oxygen demand (COD) and 73% of suspended solids. During this primary start-up period, the removal of organic matter was mainly due to interception in the reactor. The second start-up period expressed by biogas release was reached after 14 weeks. An intermediary period between these two start-up periods was characterized by a slight drop of pH and increase of volatile fatty acid in the effluent. The long time to reach the second start-up period seemed to be responsible for the large discrepancy between removed COD and recovered biogas (107 mL/g COD removed). It is thus suggested that process optimization should focus on shortening the time needed to reach the second start-up period. A model that represents a possible description of the process dynamics of self-inoculated UASB reactors is proposed.

Get full access to this article

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

References

1.
Aiba, S., Shoda, M., and Nagatani, M. ( 1968). “Kinetics of product inhibition in alcohol fermentation.” Biotechnol. Bioeng., 10, 845–864.
2.
American Public Health Association (APHA), American Water Works Association (AWWA), and Water Environment Federation (WEF). ( 1992). Standard methods for the examination of water and wastewater, 18th Ed., American Public Health Association, Washington, D.C.
3.
Barbosa, A., and Sant'Anna, G. L., Jr. ( 1989). “Treatment of raw domestic sewage in an UASB reactor.” Water Res., 23(12), 1483–1490.
4.
Bitton, G. ( 1999). Wastewater microbiology, 2nd Ed., Wiley-Liss, New York.
5.
Brito, A. G., and Melo, L. F. ( 1997). “A simplified analysis of reaction and mass transfer in UASB and EGSB reactors.” Envir. Technol., London, 18, 35–44.
6.
Crowther, R. F., and Harkness, N. ( 1975). “Anaerobic bacteria.” Ecological aspects of used-water treatment, C. R. Curds and H. A. Hawkes, eds., Academic, London, 65–91.
7.
Dinopoulou, G., Rudd, T., and Lester, J. N. ( 1988). “Anaerobic acidogenesis of a complex wastewater: I. The influence of operational parameters on reactor performance.” Biotechnol. Bioeng., 31, 958–968.
8.
Draaijer, H., Maas, J. A. W., Schaapman, J. E., and Khan, A. ( 1992). “Performance of the 5 MLD UASB reactor for sewage treatment at Kampur, India.” Water Sci. and Technol., 25(7), 123–133.
9.
Edeline, F. ( 1997). “L'épuration physico-chimique des eaux, théorie et technologie.” Liège, CEBEDOC, ed. (in French).
10.
Eng, S. C., Fernandes, X. A., and Paskins, A. R. ( 1986). “Biochemical effects of administering schock loads of sucrose to a laboratory-scale anaerobic (UASB) effluent treatment plant.” Water Res., 20(6), 789–794.
11.
García, E. P. A., Rodriguez, R., Fernández, N., and Fdz-Polanco, F. ( 1998). “Domestic sewage treatment with a two-stage anaerobic reactor.” Proc., Int. Wimek Congr. on Options for Closed Water Sys.—Sustainable Water Mgmt., Wageningen University, The Netherlands.
12.
Gnanadipathy, A., and Polpraesert, C. ( 1993). “Treatment of domestic wastewater with UASB reactor.” Water Sci. and Technol., 27(1), 195–203.
13.
Grin, R. C., Roersma, R., and Lettinga, G. ( 1983). “Anaerobic treatment of raw sewage at lower temperatures.” Proc., Eur. Symp. on Anaerobic Wastewater Treatment, W. J. Van Den Brink, ed., 335–347.
14.
Kalogo, Y., and Verstraete, W. ( 1999). “Development of anaerobic sludge bed (ASB) reactor technologies for domestic wastewater treatment: Motives and perspectives.” World J. Microbiol. Biotechnol., 15, 523–534.
15.
Lettinga, G., Van Velsen, A. F. M., Hobma, S. W., De Zeeuw, W., and Klapwijk, A. ( 1980). “Use of the upflow sludge blanket (USB) reactor concept for biological wastewater treatment, especially for anaerobic treatment.” Biotechnol. Bioeng., 22, 699–734.
16.
Lettinga, G., et al. ( 1993). “Anaerobic treatment of domestic sewage and wastewater.” Water Sci. and Technol., 27(9), 67–73.
17.
Schellinkhout, A., and Osorio, E. ( 1994). “Long term experience with the UASB technology for sewage treatment on large scale.” Proc., Int. Symp. on Anaerobic Digestion, R. S. A. Litho, ed., 251–252.
18.
Tare, V., Mansoor, A. M., and Jawed, M. ( 1997). “Biomethanation in domestic and industrial waste treatment—An Indian scenario.” Proc., 8th Int. Conf. on Anaerobic Digestion, Vol. 2, Pergamon, Tarrytown, N.Y., 255–262.
19.
Thaveesri, J., Liessens, B., and Verstraete, W. ( 1995). “Granular sludge growth under different reactor liquid surface tensions in lab-scale upflow anaerobic sludge blanket reactors treating wastewater from sugar beet processing.” Appl. Microbiol. Biotechnol., 43, 1122–1127.
20.
Valcke, D., and Verstraete, W. ( 1983). “A practical method to estimate the acetoclastic methanogenic biomass in anaerobic sludges.” J. Water Pollution Control Fed., 55, 1191–1195.
21.
Van Haandel, A. C., and Lettinga, G. ( 1994). Anaerobic sewage treatment. A practical guide for regions with a hot climate, Wiley, New York.
22.
Wang, K. ( 1994). “Integrated anaerobic and aerobic treatment of sewage.” PhD thesis, Wageningen University, The Netherlands.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 127Issue 2February 2001
Pages: 179 - 183

History

Received: Jan 2, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Sanitary Engr., PhD student, Lab. of Microbiology, Ecology, and Technol., Ghent Univ., Coupure L 653, 9000 Ghent, Belgium.
Master's Student, Ctr. for Envir. Sanit., Ghent Univ., Coupure L 653, 9000 Ghent, Belgium.
Head, Lab. of Microbiology Ecology and Technol., Ghent Univ., Coupure L 653, 9000 Ghent, Belgium. 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