Optimization of Biochemical Treatment of Tannery Wastewater

Authors

  • NERAN K. IBRAHIM
  • ALI H. ALWAN
  • MAHMOOD M. BARBOOTI

DOI:

https://doi.org/10.31699/IJCPE.2008.3.6

Abstract

The present work is concerned with the finding of the optimum conditions for biochemical wastewater treatment for a local tannery. The water samples were taken from outline areas (the wastewater of the chrome and vegetable tannery) in equal volumes and subjected to sedimentation, biological treatment, and chemical and natural sedimentation treatment.
The Box-Wilson method of experimental design was adopted to find useful relationships between three operating variables that affect the treatment processes (temperature, aeration period and phosphate concentration) on the Biochemical Oxygen Demand (BOD5).
The experimental data collected by this method were successfully fitted to a second order polynomial mathematical model. The most favorable operating conditions for the treatment are;
Temperature 32.5oC,
Aeration period 10 hours and
phosphate concentration 16.8 mg/L.
On using the optimum conditions a mathematical model simulating the operation for the treatment was obtained.

References

FAO, “United Nation food and Agriculture Organization”, J. No. 46, 1999.

Pictel, J.,”Waste Management Practices, Municipal, Hazardous and Industrial”, CRC, Taylor and Francis, Boca raton, 2005.

American Water Works Association, “Water Quality and Treatment”, 4th Ed., AWWA, 1990.

Droste, R.L., “Theory and Practice of Water and Wastewater Treatment”, John, Wiley and Sons, N Y, 1997.

“Wastewater Treatment Technologies”, Internet Address, (http. //web mall. Ucbiz. Com/power/contents/water/wastewater, htm), 1999.

Mark, J. H., “Water and Wastewater Technology” 2nd Edition, John Wiley and Sons Inc., New York, 1986.

Matcalfe and Eddy, “Wastewater Engineering”, Mc Graw Hill, Inc., N.Y, 1991.

Tebbutt, T.H.Y., “Principles of Water Quality Control”, 2nd Edition, Pergamon Press Ltd., London, 1977.

Nemerow, N.L., “Liquid Waste of Industry”, Addison-Wesley, Publishing Co., Inc., United State of America, 1971.

Kashiwaya, M and Yoshimato, K., J. Water Poll. Cont. Fed., 52 (1981) 32-33.

Watts, J. and Garber, B., “Respirometric Control of the Activated Sludge Process”, Sensors in Wastewater Technology Conference, 1995, Internet.

Duke, M.L., Eckenfelder and Templeton, M., J. Water Sci. Technol., 14(1981), 20-22.

Robert, J. and Linda, L., “The Microbiology of Activated Sludge”, Walters Kluwer Co., Stuttgart, 1998.

Eye, J. D., “Tannery Wastes” J. Water Poll. Cont. Fed., 48 (1978) 81-83.

Delzer, G. C. and McKenzie, S.W. “Five day Biological Oxygen Demand”, USGS TWRI Book 9–A7, 3rd Ed., 2003.

Negulescu, M., “Municipal Wastewater Treatment”, Elsevier, Amsterdam, 1986.

Michael, J.and Arnold ,E., “Standard methods for the Examination of Water and Wastewater”, American Public health Association, 13th Ed., 1971.

Cappuccino, G. and Sherman, N., “Microbiology :Laboratory Manual”, Benjamin/ Cummings, 1987.

Montgomery, D.C., “Design and Analysis of Experiments”, Wiley, New York, 1976.

Wiesmann, U, Choi, I. S. and Dombrowsli, E., “Fundamentals of Biological Wastewater Treatment”, Wiley, N Y, 2006.

Euiso, C. and Euisin, L., “Water Sci. Technol., 37 (1998) 219-220.

Warren, J., and Mark, J. Hammer, “Water Supply and Pollution Control”, 4th Ed., Harper and Row, Publishers, Inc., 1985.

Kristensen, G. H., and M. Henze, Water Sci. Tech., 31 (1992)18-20.

Rybicki, S., Advanced Wastewater Treatment, Phosphorus Removal From Wastewater, A Literature Review, Report 3042, Joint Polish - Swedish Reports, E. Płaza, E. Levlin, B. Hultman, (Eds). Stockholm 1997.

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Published

2008-09-30

How to Cite

K. IBRAHIM, N., H. ALWAN, A., & M. BARBOOTI, M. (2008). Optimization of Biochemical Treatment of Tannery Wastewater. Iraqi Journal of Chemical and Petroleum Engineering, 9(3), 37-43. https://doi.org/10.31699/IJCPE.2008.3.6

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