Sampling design for water distribution network chlorine decay calibration

REFERENCES

• Brooke, A., 2003. General algebraic modelling system: a user's guide. Washington, DC: Commun.
   Google Scholar
• Baggett, C., 2008. From start to finish: Calibrating Pinellas County's 2000-mile hydraulic water distribution system model. Florida Water Resources Journal, 12, 44–54.
   Google Scholar
• Berry, J., 2005. Sensor placement in municipal water networks. Journal of Water Resource Planning and Management, 131 (3), 237–243.
   Web of Science ®Google Scholar
• Berry, J., 2006. Sensor placement in municipal water networks with temporal integer programming models. Journal of Water Resource Planning and Management, 132 (4), 218–224.
   Web of Science ®Google Scholar
• Boccelli, D., 2003. A reactive species model for chlorine decay and THM formation under rechlorination conditions. Water Research, 37 (11), 2654–2666.
   PubMed Web of Science ®Google Scholar
• Bremond, B., Chesneau, O., and Piller, O., 2003. Calibration methodology for a residual chlorine-decreasing model in drinking water networks. In: P.Bizier and P.DeBarry, eds. World Water Congress. vol. 118. Philadelphia: ASCE, 270.
   Google Scholar
• Bush, C., 1998. Sampling design methods for water distribution model calibration. Journal of Water Resources Planning and Management, 124 (6), 334–344.
   Web of Science ®Google Scholar
• Cozzolino, L., 2005. Control of DBPs in water distribution systems through optimal chlorine dosage and disinfection station allocation. Desalination, 176 (1–3), 113–125.
   Web of Science ®Google Scholar
• Fabrie, P., 2010. Quality modelling of water distribution systems using sensitivity equations. Journal of Water Resource Planning and Management, 136 (1), 34–44.
   Google Scholar
• Jonkergouw, P., 2008. Water quality model calibration under unknown demands. Journal of Water Resources Planning and Management, 134 (4), 326–336.
   Web of Science ®Google Scholar
• Kapelan, Z., 2005. Optimal sampling design methodologies for water distribution model calibration. Journal of Water Resources Planning and Management, 131 (3), 190–200.
   Google Scholar
• Kapelan, Z., 2003. Multiobjective sampling design for water distribution model calibration. Journal of Water Resources Planning and Management, 129 (6), 466–479.
   Web of Science ®Google Scholar
• Lansey, K., 2001. Calibration assessment and data collection for water distribution networks. Journal of Hydraulic Engineering, 127 (4), 270–279.
   Web of Science ®Google Scholar
• Martiny, A., 2005. Identification of bacteria in biofilm and bulk water samples from a nonchlorinated model drinking water distribution system: Detection of a large nitrite-oxidizing population associated with nitrospira spp. Applied and Environmental Microbiology, 71 (12), 8611–8617.
   PubMed Web of Science ®Google Scholar
• Meier, R., 2000. Sampling design methods for network model calibration using genetic algorithm. Journal of Water Resource Planning and Management, 126 (4), 245–250.
   Web of Science ®Google Scholar
• Mutoti, G., 2007. Combined chlorine dissipation: Pipe material, water quality, and hydraulic effects. Journal of AWWA, 99 (10), 96–106.
   Web of Science ®Google Scholar
• Nemhauser, G., 1988. Integer and Combinatorial Optimization. New York: John Wiley and Sons.
   Google Scholar
• Propato, M., 2004. Booster system design using mixed-integer quadratic programming. Journal Water Resource Planning Management, 130 (4), 348–352.
   Web of Science ®Google Scholar
• Rossman, L., 2000. EPANET2 User's Manual. Washington, DC: USEPA.
   Google Scholar
• Savic, D., 2009. Quo vadis water distribution model calibration?Urban Water Journal, 6 (1), 3–32.
   Web of Science ®Google Scholar
• Shang, F., 2005. Path-dependent approach to estimate chlorine wall demand coefficient in water distribution system. Thesis (PhD). University of Cincinnati.
   Google Scholar
• Speight, V., 2004. Randomized stratified sampling methodology for water quality in distribution systems. Journal of Water Resources Planning and Management, 130 (4), 330–338.
   Web of Science ®Google Scholar
• USEPA, 2006. The effectiveness of disinfectant residuals in the distribution system. Washington, DC: USEPA Office of Water.
   Google Scholar
• Vasconcelos, J., 1997. Kinetics of chlorine decay. Journal of AWWA, 89 (7), 54–65.
   Web of Science ®Google Scholar
• Walski, T., 2000. Model calibration data: The good, the bad, and the useless. Journal of AWWA, 92 (1), 94–99.
   Web of Science ®Google Scholar
• Walski, T., 1983. Technique for calibrating network models. Journal of Water Resources Planning and Management, 109 (4), 360–372.
   Web of Science ®Google Scholar
• Wu, Z., 2006. Optimal calibration method for water distribution water quality model. Journal of Environmental Science and Health, Part A, 41, 1–16.
   PubMed Web of Science ®Google Scholar