Effect of UV System Modifications on Disinfection Performance

Author:

Chiu Kuang-ping,Lyn Dennis A.,Savoye Philippe,Blatchley III Ernest R.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Reference13 articles.

1. American Public Health Association-American Water Works Association-Water Environment Federation (APHA-AWWA-WEF). ( 1995). Standard methods for the examination of water and wastewater . A. D. Eaton L. S. Clesceri and A. E. Greenberg eds. American Public Health Association Washington D.C.

2. Blatchley III E. R. ( 1997). “Numerical modelling of UV intensity: Application to collimated-beam reactors and continuous-flow systems.” Water Res. 31(9) 2205–2218.

3. Blatchley III E. R. Do-Quang Z. Janex M. and Lâ=iné J. ( 1998). “Process modelling of ultraviolet disinfection.” Water Sci. and Technol. 38 6 63–69.

4. Blatchley III E. R. Duggirala R. Chiu K. Noesen M Jaques R. and Schuerch P. ( 1994). “Macro-scale hydraulic behavior in open channel UV disinfection systems.” Proc. 67th Water Envir. Conf. and Exposition Vol. VI Chicago Ill. 473–484.

5. Blatchley III E. R. and Scheible O. K. ( 1996). “Chapter 7: Ultraviolet disinfection.” Wastewater disinfection: Manual of practice FD-10 Water Environment Federation Alexandria Va.

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