Mathematical model for describing reactions for residual chlorine with organic matter in reclaimed wastewater

Water Science and Technology

Volumn 50, Issue 2, 2004, Pages 195-201

  Funamizu, N ^a   Iwamoto, T ^a   Takakuwa, T ^a  

^a HOKKAIDO UNIVERSITY   (Japan)

Author keywords

Artificial stream flow; Mathematical model; Organic matter; Reclaimed water; Residual chlorine; Temperature dependency

Indexed keywords

ECOSYSTEMS; MATHEMATICAL MODELS; MOLECULAR WEIGHT; NITRIFICATION; REUSABILITY; RIVERS;

RESIDUAL CHLORINE; STREAM FLOWS;

WASTEWATER RECLAMATION;

CHLORINE; ORGANIC MATTER;

CHLORINE; MATHEMATICAL MODELING; ORGANIC MATTER; WASTEWATER TREATMENT;

ARTICLE; CHEMICAL REACTION; COMPUTER ANALYSIS; CONTROLLED STUDY; ECOSYSTEM RESTORATION; ENVIRONMENTAL RECLAMATION; JAPAN; MATHEMATICAL MODEL; MOLECULAR WEIGHT; NITRIFICATION; RECREATION; SEASONAL VARIATION; SIMULATION; STREAM (RIVER); TEMPERATURE DEPENDENCE; URBAN AREA; VALIDATION PROCESS; WASTE WATER RECYCLING;

ARRHENIUS;

EID: 4444379930     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2004.0123     Document Type: Article

References (11)

1. Asano, T. and Levine, A.D. (1998). Wastewater Reclamation, Recycling, and Reuse: An Introduction. In: Wastewater Reclamation and Reuse, Asano T. (ed.), Technomic Publishing Company, Lancaster, PA. pp. 1-56.
2. Dukan, S., Levi, Y., Piriou, P., Guyon, F. and Villon, P. (1996). Dynamic modelling of bacterial growth in drinking water networks. Wat. Res., 30(9), 1991-2002
3. Funamizu, N., Kanno, M. and Takakuwa, T. (2000). Measurement of bacteria growth potential in a reclaimed water. Water, Sanitation & Health, World Health Organization Water Series, 281-286.
4. Funamizu, N., Iwamoto, T. and Takakuwa, T. (2003). Decline of Residual Chlorine in Artificial Stream Flow Sustained by Reclaimed Wastewater: Field Study in Sapporo, Wat.Sci.Tech: Water Supply 3(3) 79-84
5. Jadas-Hecart, A., Morer, A., Stitou, M., Bouillot, P. and Legube, B. (1992). The chlorine demand of a treated water. Wat. Res., 8, 1073-1084.
6. Koechling, M.T., Shukairy, H.M. and Summers, R.S. (1996). Effect of Ozonation and Biotreatment on Molecular Size and Hydrophilic Fractions of Natural Organic Matter. In Water Disinfection and Natural Organic Matter, American Chemical Society, pp. 196-210.
7. Lyndon, L., Gyürék, L. and Finch, G.R. (1998). Modeling water treatment chemical disinfection kinetics. Journal of Environmental Engineering, 124(9), 783-793.
8. Ogoshi, M., Suzuki, Y. and Asano, T. (2001). Water reuse in Japan. Wat. Sci. Tech., 43(10), 17-25.
9. Qualls, R. and Johnson, J. (1983). Kinetics of the short-term consumption of chlorine by fulvic acid. Environ. Sci. Technol., 17(11), 692-698.
10. Tambo, N. and Kamei, T. (1992). Treatability evaluation by simple and rapid method. In: Influence and Removal of Organics in Drinking Water. Mallevialle, J., Suffet, I.H. and Chan, U.S. (ed.), Lewis Publishers, pp. 143-155.
11. U.S. EPA (1992). Control of Biofilm Growth in Drinking Water Distribution Systems, EPA625/R-92/001, Washington DC, USA.