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- W2318104003 abstract "In the context of the preservation of the water quality in drinking water distribution systems, network managers have to maintain chlorine residual during the distribution step. Since the chlorine residual decreases with the residence time, the disinfecting process applied at the outlet of the treatment plant is often not sufficient to reach a good spread-out of chlorine in the system. To achieve this specific goal, implementation of booster stations may be a strategic goal. Moreover, a good balance between main chlorination and booster chlorination may help to limit the concentration of disinfection-by-products (DBPs) and to solve taste and odors issues. Last year, some new strategies of rechlorination sites selection have been presented. These strategies took into consideration hydraulic parameters. A matrix was calculated which defines the link between each couple of network nodes. Potential booster sites were optimized on the basis of hydraulic parameters. Chlorine residuals were calculated according to the sites location, the treatment doses and the chlorine decay. One of the disadvantages of this approach was to optimize the booster strategy according to hydraulic considerations which could be quite penalizing in very large distribution systems or in multi-staged networks." @default.
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- W2318104003 date "2001-05-15" @default.
- W2318104003 modified "2023-09-23" @default.
- W2318104003 title "Optimization of Location and Chlorine Dosage of the Booster Chlorination in Water Distribution Network" @default.
- W2318104003 doi "https://doi.org/10.1061/40569(2001)398" @default.
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