Kwio-Tamale Julius Caesar, Onyutha Charles
Department of Civil and Environmental Engineering, Kyambogo University, P.O. Box 1 Kyambogo, Kampala, Uganda.
Heliyon. 2024 May 10;10(10):e30892. doi: 10.1016/j.heliyon.2024.e30892. eCollection 2024 May 30.
Chlorine is the most common disinfectant in drinking water distribution practice. World Health Organization recommends 0.2-5.0 mg/l of residual chlorine in drinking water. This paper analyzed influence of physical and water quality parameters on chlorine decay in drinking water distribution. Principal component analysis, directed tree and regression were used to investigate influence of these parameters on chlorine from water treatment plant to water consumption points. Results show that initial chlorine, electrical conductivity and distance explain 62 % of chlorine decay with estimated error of 0.045 mg/l. The decision-tree feature importance scores of initial chlorine and electrical conductivity were 0.47 and 0.23 respectively. The combined feature importance scores of physical parameters of distance (0.09), pipe diameter (0.06), flow velocity (0.03), pressure (0.02) and travel time (0.046) were less than that for initial chlorine concentration (0.47) alone. These results show that conventional chlorination at water treatment plants removes largely fast inorganic reactants leaving traces of slow organic reactants as the dominant secondary contaminants in water distribution system. The key policy recommendation is to use water quality parameters more than physical parameters in order to enable water utility managers maintain residual chlorine within safe public health standards.
氯是饮用水分配实践中最常用的消毒剂。世界卫生组织建议饮用水中余氯含量为0.2 - 5.0毫克/升。本文分析了物理和水质参数对饮用水分配中氯衰减的影响。采用主成分分析、决策树和回归分析方法研究了这些参数从水处理厂到用水点对氯的影响。结果表明,初始氯含量、电导率和距离解释了62%的氯衰减情况,估计误差为0.045毫克/升。初始氯含量和电导率的决策树特征重要性得分分别为0.47和0.23。距离(0.09)、管径(0.06)、流速(0.03)、压力(0.02)和传播时间(0.046)等物理参数的综合特征重要性得分低于单独的初始氯浓度(0.47)。这些结果表明,水处理厂的常规氯化处理在很大程度上去除了快速的无机反应物,留下了痕量的缓慢有机反应物作为配水系统中的主要二次污染物。关键的政策建议是更多地使用水质参数而非物理参数,以便供水企业管理者将余氯维持在安全的公共卫生标准范围内。