Abstract
The current study was carried out to analyze the residual chlorine decay analysis within the existing Juja water distribution network. The study used EPANET as a simulation tool. From the field samples, the first-order bulk decay coefficient Kb was found equal to-0.04. The wall coefficient Kw was assumed to-4.0 mg/ /day as guided by literature. The analysis shows that the entire supply area of the existing distribution network faces higher residual chlorine concentration (0.70 to 0.8 mg/l) from 9 am. The study recommended the reducing of the initial chlorine added at the treatment plant and the optimization of the network, which will provide a proper residual chlorine dosage to reduce Juja consumers exposure to health risk and also to be economically reasonable for the water company in charge.
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Mensah, A. K., Mayabi, A. O., & Cheruiyot, C. (2019). Residual chlorine decay in juja water distribution network using EPANET model. International Journal of Engineering and Advanced Technology, 9(1), 4240–4242. https://doi.org/10.35940/ijeat.A1639.109119
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