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DRINKING WATER QUALITY IN WATER-SUPPLY NETWORKS

机译:供水网络中的饮用水质量

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摘要

The paper describes some studies on the influence of water flow rates through water-supply networks on drinking water quality. Water residence time in pipelines for more than seven days in buried pipes and two days in above-ground pipes promotes the development of biochemical systems when the flow rates are low and very low having detrimental consequences on drinking water quality. These shortcomings are due to the residual chlorine decrease below the allowed technical limits (0.5 m/s) as a consequence of the fact that in distribution pipes, fittings and drain junctions the water flows at low rates reaching far to stagnate over the admitted residences. The case study was conducted on the water-supply network in the city of Timisoara using the EPANET program. The hydraulic parameters (flow, diameter, flow rate, loss of head) of EPANET are correlated with the water stagnation periods (residents) on pipe sections with residual chlorine allowed at every point of consumption. After analyzing the distribution of water flow rates in the network, it was concluded that in almost all situations these were between 0.3-0.9 m/s. For a safe disinfection, the residual chlorine in drinking water must be at least 0.3 mg/L.
机译:本文介绍了有关供水网络中的水流量对饮用水质量的影响的一些研究。管道中的水滞留时间在地下管道中停留超过7天,在地下管道中停留超过2天,这会促进生化系统的发展,因为流量非常低且非常低,对饮用水水质有不利影响。这些缺点是由于残留的氯气减少到允许的技术极限(0.5 m / s)以下,这是因为在分配管道,配件和排水管接头中,水流的速率很低,远远超过了所允许的住所。该案例研究是使用EPANET程序在蒂米什瓦拉市的供水网络上进行的。 EPANET的水力参数(流量,直径,流速,压头损失)与管道段上的水停滞期(居民)相关,在每个消耗点上都允许残留氯。在分析了网络中水流量的分布之后,可以得出结论,在几乎所有情况下,这些流量都在0.3-0.9 m / s之间。为了安全消毒,饮用水中的残留氯必须至少为0.3 mg / L。

著录项

  • 来源
    《Environmental engineering and management journal》 |2011年第11期|p.1659-1665|共7页
  • 作者单位

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

    'Politehnica' University ofTmisoara, Faculty ofHydrotechnical Engineering, Department of Hydraulics, Sanitary Enginee and Water Management, 1A George Enescu Street, 300022 Timisoara, Romania;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    biological ecosystem; flow rate; residence time; residual chlorine; water-supply network;

    机译:生物生态系统;流量停留时间;残留氯供水网络;

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