Evaluation of suitable chlorine bulk-decay models for water distribution systems

Water Research

Volumn 45, Issue 16, 2011, Pages 4896-4908

  Fisher, Ian ^a   Kastl, George ^b   Sathasivan, Arumugam ^c  

^a Watervale Systems Pty Ltd   (Australia)

^b MWH Australia   (Australia)

^c CURTIN UNIVERSITY   (Australia)

Author keywords

Bulk water; Chlorine decay; Distribution system; Network; Reactant model

Indexed keywords

CHLORINE; WATER DISTRIBUTION SYSTEMS;

BULK WATER; CHLORINE BULK DECAY; CHLORINE DECAY; CHLORINE RESIDUALS; DECAY MODEL; DISTRIBUTION SYSTEMS; INVARIANT PARAMETERS; NETWORK; REACTANT MODEL; SIMPLE++;

DISINFECTION;

CHLORINE;

CALIBRATION; CHLORINE; CONCENTRATION (COMPOSITION); DATA SET; DISINFECTION; NUMERICAL MODEL; WATER MANAGEMENT; WATER PLANNING; WATER SUPPLY;

ARTICLE; CALIBRATION; CHLORINATION; CHLORINE BULK DECAY MODEL; DISINFECTION; ENVIRONMENTAL PLANNING; EVALUATION; PARAMETER; PRIORITY JOURNAL; SIMULATION; VALIDATION PROCESS; WATER MANAGEMENT; WATER SAMPLING; WATER SUPPLY;

EID: 80052259548     PISSN: 00431354     EISSN: 18792448     Source Type: Journal    
DOI: 10.1016/j.watres.2011.06.032     Document Type: Article

References (31)

1. Boccelli D., Tryby M., Uber J., Summers S. A reactive species model for chlorine decay and THM formation under rechlorination conditions. Water Research 2003, 37(11):2654-2666.
2. Clark R. Chlorine demand and TTHM formation kinetics: a second order model. Journal of Environmental Engineering, ASCE 1998, 124(1):16-23.
3. Fisher, I., Kastl, G., 1996. Numerical modelling of water quality in distribution systems. In: Proceedings, Australian Water and Wastewater Association WaterTECH Conference, May 1996, Sydney, Australia, p. 461ff.
4. Fisher I., Kastl G., Sathasivan A., Chen P., van Leeuwen J., Daly R., Holmes M. Tuning the enhanced coagulation process to obtain best chlorine and THM profiles in the distribution system. Water Science and Technology: Water Supply 2004, 4(4):235-243.
5. Fisher I., Kastl G., Sathasivan A., Jegatheesan V. Suitability of chlorine bulk decay models for planning and management of water distribution systems. Critical Reviews in Environmental Science and Technology 2011, 41(20). 10.1080/10643389.2010.495639.
6. Gill P., Murray W., Wright M. Practical Optimization 1981, Academic Press, London.
7. Haas C., Karra S. Kinetics of wastewater chlorine demand exertion. Journal of the Water Pollution Control Federation 1984, 56(2):170-173.
8. Hach Company Pocket Colorimeter II Analysis Systems - Instruction Manual 2006, Loveland, CO, pp. 59570-59588. fourth ed.
9. Haimes Y., Hall W., Freedman H. Multiobjective Optimization of Water Resources 1975, Amsterdam & New York.
10. Harp D. Current Technology of Chlorine Analysis for Water and Wastewater. Technical Information Series - Booklet 2002, vol. 17. Hach Company, Loveland, CO.
11. Hua F., West J., Barker R., Forster C. Modelling of chlorine decay in municipal water supplies. Water Research 1999, 33(12):2735-2746.
12. Jadas-Hécart A., El Moher A., Stitou M., Bouillot P., Legube B. The chlorine demand of a treated water (in French). Water Research 1992, 26(8):1073-1084.
13. Johnson J. Measurement and persistence of chlorine residuals in natural waters. Water chlorination: environmental impact and health effects 1978, vol. 1:37ff. Ann Arbor Science, Ann Arbor, MI. R.L. Jolley (Ed.).
14. Jonkergouw P., Khu S.-T., Savic D., Zhong D., Hou X., Zhao H.-B. A variable rate coefficient chlorine decay model. Environmental Science and Technology 2009, 43(2):408-414.
15. Kastl G., Fisher I., Jegatheesan V. Evaluation of chlorine kinetics expressions for drinking water distribution modelling. Journal of Water Supply: Research and Technology - Aqua 1999, 48(6):219-226.
16. Kastl G., Sathasivan A., Fisher I., van Leeuwen J. Modeling DOC removal by enhanced coagulation. Journal of American Water Works Association 2004, 96(2):79-89.
17. Kiéné L., Lu W., Lévi Y. Relative importance of phenomena responsible for chlorine decay in drinking water systems. Water Science and Technology 1998, 38(6):219-227.
18. LeChevallier M. The case for maintaining a disinfectant residual. Journal of American Water Works Association 1999, 91(1):86-94.
19. Nelder J., Mead R. A simplex method for function minimization. Computer Journal 1965, 7(4):308-313.
20. Powell J., Hallam N., West J., Forster C., Simms J. Factors which control bulk chlorine decay rates. Water Research 2000, 34(1):117-126.
21. Ralston M., Jennrich R. DUD - a derivative-free algorithm for nonlinear least squares. Technometrics 1978, 20(1):7-14.
22. Reichert P. AQUASIM - a tool for simulation and data analysis of aquatic systems. Water Science and Technology 1994, 30(2):21-30.
23. Reichert P. AQUASIM 2.0 - User Manual 1998, Swiss Federal Institute for Environmental Science and Technology, Dübendorf, Switzerland.
24. Rossman L. EPANET Users Manual Version 1.1 1994, US Environmental Protection Agency, Cincinnati, Ohio.
25. Rossman L. EPANET 2 Users Manual 2000, US Environmental Protection Agency, Cincinnati, Ohio.
26. Shang F., Uber J., Rossman L. Modeling reaction and transport of multiple species in water distribution systems. Environmental Science and Technology 2008, 42(3):808-814.
27. National Primary Drinking Water Regulations 2002, USEPA, 40 CFR Part 141, p. 436.
28. Stage 2 Disinfectants and Disinfection Byproducts Rule (Stage 2 DBPR) 71 FR 388 2006, USEPA, January 4, 2006, vol. 71, no. 2.
29. Stage 2 Disinfectants and Disinfection Byproducts Rule Consecutive Systems Guidance Manual 2010, USEPA, Office of Water (4607M) EPA 815-R-09-017.
30. Warton B., Heitz A., Joll C., Kagi R. A new method for calculation of the chlorine demand of natural and treated waters. Water Research 2006, 40(15):2877-2884.
31. Guidelines for Drinking Water Quality 2004, WHO, World Health Organisation, Geneva, Switzerland. third ed.