Studies on biodegradation of organic waste in uasb reactor

##submission.downloads##

Författare

  • C. B. Majumder Linnéuniversitetet
  • Anil Kr. Mathur Linnéuniversitetet
  • Vedprakash Kapse Linnéuniversitetet

DOI:

https://doi.org/10.15626/Eco-Tech.2003.062

Nyckelord:

UASB, Biodegradation, Wastewater treatment

Abstract

The industrialization in the developing countries causes severe problems in collection,
treatment and disposal of organic effluents. The situation leads to public health and
environmental problem. Therefore, various high rate anaerobic treatments has been
emerged as a variable alternative for the treatment of many industrial and domestic
wastewater containing organic wastes. In this study high rate Upflow Anaerobic Sludge
Blanket (UASB) reactor has been critically analyzed, discussed and designed as the
solution of above problem. According to that a UASB reactor has been fabricated for
laboratory study. The UASB system appeared to be economically cost effective as
compared to other systems. This paper also focuses on the principle of startup,
operational performance, chemical oxygen demand (COD) removal efficiency, methane
production rate, and specific methanogenic activity in the UASB reactor. In the present
study, reactor was started initially with mixture of molasses and glucose (50% each)
solution with organic loading rate (OLR) 0.933 g COD/L day. Thereafter, OLR is being
increased in steps. After 15 days of startup of reactor, molasses solution was applied. The
temperature (35e° C), pH (6.8±0.4), and nutrients requirement were maintained. In this
study COD: N: P ratio were maintained at 300: IO: l by adding urea for nitrogen and
potassium di-hydrogen phosphate for phosphorus. For a change of OLR up to 13.33g
COD/L day, all above-mentioned parameter were studied. The removal efficiency and
gas production rate depend on activity of granules. A typical organic degrading granule is
composed of micro-colonies of Methanothrix and several syntropic micro -colonies.

Statistik

Laddar statistik...

Referenser

Ahn, Y. H., K. S. Min, and R. E. Speece, (2001), Pre-acidification in anaerobic sludge bed process treating Brewery wastewater Water Res., 35(18), pp. 4267-4276. https://doi.org/10.1016/S0043-1354(01)00171-3

Annachhatre, A. P., and P. L. Amatya, (2000).UASB treatment of Tropica Starch wastewater, J. Environ. Engrg., ASCE, 126 (12), pp. 1149-1152 ttps://doi.org/10.1061/(ASCE)0733-9372(2000)126:12(1149)

Cecchi. F., P. G. Traverso, J. Mata-Alvarez, F.Medici, and G. Fazzini, (1990). A new approach to the kinetic study anaerobic digestion of the organic fraction of municipal solid waste, Biomass, 23, pp. 79-102. https://doi.org/10.1016/0144-4565(90)90028-I

De Zeeuw, W., G. Lettinga, (1985). Granular Sludge In UASB -Reactors granular anaerobic sludge microbiology and technology, Pudoc, Wageningen. Netherlands, pp. 132-145

Fang, H. H. P., H. K. Chui, Y. Y. Li, and T. Chen, (1994). Performance and granule characteristic of UASB process treating wastewater with hydrolyzed proteins, Water Sci. Tech., 30. pp. 55-63. https://doi.org/10.2166/wst.1994.0381

Fang, H. H. P., G. Liu, J. Zhu, B. Cai, and G. Gu, (1990). Treatment of brewery effiuent by UASB process J. Environ. Engrg., ASCE, 116 (3), pp. 454-460. https://doi.org/10.1061/(ASCE)0733-9372(1990)116:3(454)

Hulshoff Pol, L., K. Heijnekamp, and G. Lettinga, (1988). The selection pressure as a driving force behind the granulation of in anaerobic sludge Granular Anaerobic Sludge, Microbial and Technology, pp. 153-161.

Kosaric, N., R. Blaszczyk, L. Orphan, J. Valladares, (1990)e. The Characteristics of Granules from Upflow Anaerobic Sludge Blanket Reactors, Water Res .. 24(12), pp. 1473-1477 https://doi.org/10.1016/0043-1354(90)90081-G

Lettinga, G., L. W. Hulshoff Pol, W. M. Welgant, W. de Zeew, A. Rinzema, D. C. Grin, R. E. Roersama, and S. W. Hobrna, (1984). High-rate Anaerobic wastewater Treatment Using the UASB Reactor under a Wide Range of Temperature Condition, Biotechnol Gent. Engrg, Rev,, 2, pp, 253-258,

Lettinga, G., R. Roersma, P. Grin, W. de Zeeuw, L. Hulshoff Pol, L. van Velson, S. Homba, (1981). Anaerobic Treatment of sewage and low strength wastewater, Anaerobic Digestion, pp. 271-291

Lettinga, G,, S. Koma, W. de Zeeuw, L. Hulshoff Pol, P. de Jong, D. Grin, and R« Roursma, (1983), Design Operation and economy ofanaerobic treatment, Water Sci. Technol..e15(8/9).epp. 177-196. https://doi.org/10.2166/wst.1983.0166

Lettinga, G., A. F. M. van Velesh. A. E. Homba, I. W. Deeuw, and A. Kalpwijk, (1980). Use of (he Up flow sludge reactor concept for biological wastewater treatment especially for anaerobic treatment, Biotech. Bioeng., 22, pp. 699-744. https://doi.org/10.1002/bit.260220402

Lettinga, G., and L. Hulshaff Pol, (1991). UASB Process design for various types, Wastewater Water Sci. TechnoL, 24(8), pp. 87-107. https://doi.org/10.2166/wst.1991.0220

Schmidt, E,, and B. K. Ahring, (1996). Granular sludge formation in UASB reactors,

Shen, C. F., N, Kosaric, and R, Blaszcyk, (1993). The effect of selected heavy Metals (Ni, Co and Fe) on UASB reactors, Water Res., pp. 25-33, https://doi.org/10.1016/0043-1354(93)90191-J

Speece, R. E., (1983). Anaerobic Biotechnology for Industrial waste treatment, Environ. Sci. TechnoL, 17, pp. 41-64. https://doi.org/10.1021/es00115a001

Stronach, S. M., M. C. Diaz-Baez, T. Rudd, and J. H. Lester, (1987). Factors effecting biomass attachment during startup and operation of anaerobic fluidized bed, Biotech. Bioeng., 30, pp. 611-620 https://doi.org/10.1002/bit.260300505

Thiele. J. H,, W. M. Wu, and J. G. Zeikus, (1990). Engineering high rate biomethanation systems, design of improved syntrophic catalysts, Biolech. Bioeng., 30, pp. 611-620

Van Loosdrecht, M. C. M., and A. J.eB. Zehnder, (1990). Energetic of bacterial adhesion Experientoa, 46 , pp. 817-822

WPCF., (1987). Anaerobic Sludge Digestion., Manual of Practice No. 19 Second Ed. Water Pollution Control Federation. Alexandria, VA.

Yan, Y. G., and J. H. Tay, (1996) .. Brewery wastewater treatment in UASB reactor at ambient temperature J. Environ. Engrg., ASCE, 122 (6), pp. 550-553 https://doi.org/10.1061/(ASCE)0733-9372(1996)122:6(550)

Young, J.C,, and P. L. McCarty, (1996). The anaerobic filter for waste treatment, J. Water Pollut. Control. Fed., 41, pp. Rl60-Rl 73

Yu, H. Q., H.eJ. Tay, H. H.eP. Fang, (2000).The Roles of Calcium in Sludge Granulation During UASB Reactor Start-up Water Res .. 35(4), pp. 1052-1060 https://doi.org/10.1016/S0043-1354(00)00345-6

##submission.downloads##

Publicerad

2019-08-20