Suitability of Chlorine Bulk Decay Models for Planning and Management of Water Distribution Systems

被引:57
作者
Fisher, Ian [1 ]
Kastl, George [2 ]
Sathasivan, Arumugam [3 ]
Jegatheesan, Veeriah [4 ]
机构
[1] Watervale Syst, Potts Point, NSW, Australia
[2] MWH Australia, Brisbane, Qld, Australia
[3] Curtin Univ Technol, Dept Civil Engn & Construct, Perth, WA, Australia
[4] Deakin Univ, Sch Engn, Geelong, Vic 3217, Australia
关键词
chlorine decay; kinetic model; bulk water; distribution system; network; DRINKING-WATER; THM FORMATION; TRIHALOMETHANE FORMATION; BAYESIAN STATISTICS; 2ND-ORDER MODEL; DEMAND; KINETICS; SIMULATION; RESIDUALS; QUALITY;
D O I
10.1080/10643389.2010.495639
中图分类号
X [环境科学、安全科学];
学科分类号
083001 [环境科学];
摘要
Effective disinfection planning and management in large, complex water distribution systems requires an accurate network water quality model. This model should be based on reaction kinetics, which describes disinfectant loss from bulk water over time, within experimental error. Models in the literature were reviewed for their ability to meet this requirement in real networks. Essential features were identified as accuracy, simplicity, computational efficiency, and ability to describe consistently the effects of initial chlorine dose, temperature variation, and successive rechlorinations. A reaction scheme of two organic constituents reacting with free chlorine was found to be necessary and sufficient to provide the required features. Recent release of the multispecies extension (MSX) to EPANET and MWH Soft's H2OMap Water MSX network software enables users to implement this and other multiple-reactant bulk decay models in real system simulations.
引用
收藏
页码:1843 / 1882
页数:40
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