Re-Engineering of Clarifiers in Isfahan Water Treatment Plant Using Lamella System

Document Type : Technical Note

Author

Manager of Isfahan Water Treatment Plant and M.Sc. of Soil Sciences Eng. Islamic Azad University, Branch of Khorasgan, Isfahan

Abstract

There are many methods for increasing efficiency of turbidity removal such as tube settler, rotating plate or gradient parallel plate. In this study was evaluated conventional sedimentation basin which equipped by lamella system. The pilot used in the study was made up of poleax glass hexagonal having effective height of 1.2m with hydraulic diameter of 50-80 mm. The slope of sedimentation basin was 600 at the basis of horizon. The lamella system was installed onto a segment which located 150 at the basis of center of sedimentation basin. The pilot was located in Isfahan Water Treatment Plant. In fact the segment isolates sedimentation basin into two compartments, first with lamella and another without it.The turbidity of influent and effluent in two compartments were evaluated by SPSS software and T-Student.The result showed that at same condition without lamella, the minimum, maximum and average turbidity removal efficiency in Isfahan Water Treatment Plant were about 0.9%, 54%  and 18.9% respectively. But in compartment equipped by lamella system The removal were about 20%, 65% and 35.3%. It can be concluded that the turbidity removal efficiency will be increased if the sedimentation basin would equipped by lamella system.


Keywords


Anon. (1999). Water quality and treatment: A handbook of community water supplies. 4th Ed., McGrow Hill Inc., New York.. Qasim, S. R., Motley, E., and Zhu, G. (2000). Water works engineering: Planning, design and operation. Prentice-Hall, Inc., New Dehli.. Reynold, T. D., and Richards, P. A. (1982). Unit operation and process in environmental engineering. PWA Pub., Boston.. Kawamura, S. (2006). Integrated design and operation of water treatment facilities. 2nd Ed., John Willey and Sons, N.Y.. Anon. (1990). Water treatment plant design, American Society of Civil Engineering. American Water Work Assosiation, USA.. Anon. (1990). Technologies for upgrading existing water treatment facilities. USEPA, USA.. Anon. (2000). http://www.deh.gov.au/water/quality/nwqms/pubs. http://www.deh.gov.au/water/quality/nwqms/pubs> (March 2009).
Torabian, A., Safaeefar, M., and Rashidi Mehrabadi, A. (2007). Evaluation of impact of coagulant type on operation parameters indirect filtration. J. of Water and Wastewater. 62, 20-27 Tchobanoglous, G., and Schtooder, E. (1985). Water quality. Addition Wesley Pub., London. Shahmansouri, M. R., Bina, B., Orumiyeh, H. R., Azarbayjani, H., Mortazavi, H., and Rezae, R. (1996). Fast setteling tank application in water treatment. J. of Research in Medical Sciences. 61, 1-5 Howard, S., Peavy, H. S., Rowe, D. R., and Tchobanoglous, G. (1985). Environmental engineering. Mc Graw Hill Inc., New York.. Rashidi Mehrabadi, A., Azimi, A., Razeghi, N., Torabian, A., and Moubedi, I. (2004). Water treatment outlet turbidity standard study. J. of Environmental Studies. 35, 61-68 Rashidimehr, A., and Torabian, A. (2006). Direct filteration process applicability in free nematode dimination from water. J. of Environmental Studies. 39, 75-82 APHA., AWWA., WEF. (1998). Standard method for the exemination of water and wastewater. 20th Ed., American Public Health Association, Washington.DC..