Preozonation and prechlorination effects on TOC removal by nanofiltration in water treatment

International Journal of Environmental Research

Volumn 2, Issue 3, 2008, Pages 269-274

  Tobiason, J E ^a   Nabi bidhendi, Gh R ^b   Torabian, A ^b   Ghadimkhani, A A ^b   Etemadi, Hussain ^b  

^a University of Massachusetts   (United States)

^b UNIVERSITY OF TEHRAN   (Iran)

Author keywords

Nanofiltration; Prechlorination; Preozonation; Total Organic Carbon removal; Water treatment

Indexed keywords

COAGULATION; FILTRATION; MEMBRANE; TOTAL ORGANIC CARBON; WATER TREATMENT;

EID: 46449106769     PISSN: 17356865     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (19)

1. Abd El-Shafy, M., Grünwald, A., 2000. THM formation in water supply in south Bohemia, Czech Republic. Water Res., 34 (13), 3453-3459.
2. Amy, G.L., Sierka, R.A., Bedessem, J., Price, D., Tan, L., (1991). Molecular size distributions of dissolved organic matter. J. Am. Water Work Assoc., 84 (6), 67-75.
3. Chen, K. C., Masten, S.J., (2005). Effect on combined Ozonation-Ultrafiltration on Membrane fouling and water quality. J. Chinese Inst. Environ. Eng., 15, (4), 263-268.
4. Cleveland, C.T., (1999). Big advantages in membrane filtration.J. Am. Water Works Assoc., 91 (6), 10-16.
5. Crozes, G., White, P., Marshall, M., (1995). Enhanced coagulation: its effect on Nom Removal and chemical costs. J. Am. Water Work Assoc., 87 (1), 78-89.
6. Gray, N.F., 1994. Drinking Water Quality, Problems and Solutions. Wiley, England, 196-199.
7. Jacangelo, J.G, N.L., Reagua, K.M. Aieta, E. M. Kranser S.W., McGuire, M.J., (1989). Ozonation assessing its role in the formation and control of disinfection by-products. J. Am. Water Work Assoc., 81 (8), 74-84.
8. Hoehn, R., Dietrich and D. Gallar, 2001. The Effect of Predisinfection with chlorine dioxide on the formation of haloacetic acids and trihalomethanes in a drinking water supply. Master of Science in Environmental Engineering. The Virginia Polytechnic Institute and State University.
9. Kawamura, s., (2000). Integrated Design and Operation on Water treatment Facilities. (USA: John Wiley and Sons Press)
10. Ken C., Steve V., Bill B., and Mark C. (2000). Secondary effects of enhanced coagulation and softening. J. AWWA. 92. (6). 63-75.
11. Letterman, R., 1999. Water Quality and treatment: A Handbook of Community Water Supplies. New York, NY: McGraw-Hill.
12. Marhaba, T.F., Pu, Y., Bengraine, K., 2003. Modified dissolved organic matter fraction technique for natural water. J. Hazard. Mater. 101, 43-53.
13. Orren D. Schneider and John E. Tobiason. (2000). Preozonation effects on coagulation. J. AWWA., 92, (10)74-87.
14. Owen, D.M., G.L. Amy, Z.K. chowdhury, r. paode, G. Mccoy and K. Viscosil, 1995. NOM characterization and treat-ability. J. Am. Water Work Assoc., 87, 46-63.
15. Rook, J., 1974. Formation of haloforms during chlorination ofnatural water. J. Water Treat. Exam. 23, 234.
16. Schlichter, B., Mavrov, V., Chmiel, H., (2003). Study of a hybrid process combining ozonation and membrane filtration- filtration of model solutions. Desalination 156, 257-265.
17. Schweitzer, P. handbook of separation techniques for chemical engineers, 2nd ed., Mc-Graw Hill, 1988.)
18. Torabian, A., Ghadimkhani, A. A., Rashidi mehrabadi, A., Shokouhi, M. & Heidarzadeh. (2007), "Effect of preozonation on total organic carbon removal in surface water treatment in Iran." WIT, Water resource management, USA.
19. USEPA, 1989. National Primary Drinking Water Regulations: Disinfection/ -Disinfection By-Products (D/DBP) Rule, Federal Register 59, 38668.