2002
DOI: 10.2166/wst.2002.0216
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Modelling and control of potable water chlorination

Abstract: In potable water preparation, chlorination is the last step before the potable water enters the distribution network. Umgeni Water Wiggins Waterworks feeds the Southern areas of Durban.A reservoir at this facility holds treated water before it enters the distribution network. To ensure an adequate disinfection potential within the network, the free chlorine concentration in the water leaving the reservoir at the Umgeni Water Wiggins Waterworks should be between 0.8 and 1.2 mg/L. The aim of this study was to de… Show more

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Cited by 7 publications
(7 citation statements)
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“…As alternative strategies to PID algorithms, [24] presents a control algorithm in which the variability of demand is addressed through the use of neural networks for a drinking water plant with a nominal flow rate of 0.9 m 3 /s. Reference [25] addresses the problem of chlorination control by means of a predictive control strategy using a controller in a dynamic matrix configuration.…”
Section: A Related Literaturementioning
confidence: 99%
“…As alternative strategies to PID algorithms, [24] presents a control algorithm in which the variability of demand is addressed through the use of neural networks for a drinking water plant with a nominal flow rate of 0.9 m 3 /s. Reference [25] addresses the problem of chlorination control by means of a predictive control strategy using a controller in a dynamic matrix configuration.…”
Section: A Related Literaturementioning
confidence: 99%
“…Furthermore, a reduction may be obtained in the consumption of chlorine used in the post-chlorination between the current situation and the proposed 2400 kg of chemical product during a 1-year period. Pastre et al (2002) suggested maintaining free residual chlorine in the reservoir output between 0.8 and 1.2 mg L -1 , or to a specific rate of the set-point and the operational limits ± 0.20 mg L -1 , as used in WTP study, merely differentiating the set-point at each location. However, the model proposed in this article resulted in lower ranges, which favor the reduction of operating limits currently used in WTP.…”
Section: Scenariomentioning
confidence: 99%
“…15 Pastre et al described a model to account for the variations of chlorine concentration in portable water. 16 The above studies focused on other parameters such as chlorine and effluent turbidity. Amini et al reported a statistical modelling of fluoride in different regions of the world.…”
Section: Introductionmentioning
confidence: 99%