何名聪, 潘刚勇, 李启钦, 卓福团, 韦景七. 2012年—2014年某市农村集中式供水水质探讨[J]. 环境卫生学杂志, 2017, 7(1): 47-52. DOI: 10.13421/j.cnki.hjwsxzz.2017.01.012
    引用本文: 何名聪, 潘刚勇, 李启钦, 卓福团, 韦景七. 2012年—2014年某市农村集中式供水水质探讨[J]. 环境卫生学杂志, 2017, 7(1): 47-52. DOI: 10.13421/j.cnki.hjwsxzz.2017.01.012
    HE Mingcong, PAN Gangyong, LI Qiqin, ZHUO Futuan, WEI Jingqi. Investigation on Drinking Water Quality of Rural Centralized Water Supplies in a City in 2012—2014[J]. Journal of Environmental Hygiene, 2017, 7(1): 47-52. DOI: 10.13421/j.cnki.hjwsxzz.2017.01.012
    Citation: HE Mingcong, PAN Gangyong, LI Qiqin, ZHUO Futuan, WEI Jingqi. Investigation on Drinking Water Quality of Rural Centralized Water Supplies in a City in 2012—2014[J]. Journal of Environmental Hygiene, 2017, 7(1): 47-52. DOI: 10.13421/j.cnki.hjwsxzz.2017.01.012

    2012年—2014年某市农村集中式供水水质探讨

    Investigation on Drinking Water Quality of Rural Centralized Water Supplies in a City in 2012—2014

    • 摘要:
      目的  掌握和分析某市农村集中式供水水质卫生安全情况及其动态变化,为政府在农村改水工程的决策提供科学依据。
      方法  从中国疾病预防控制信息系统导出2012年—2014年某市农村饮用水水质卫生监测数据。农村集中式供水信息通过查阅资料、现场调查方式收集。水样采集、保存、运输、检测按《生活饮用水标准检验方法》(GB/T 5750-2006) 执行;评价按《生活饮用水卫生标准》(GB 5749-2006) 执行。
      结果  某市2012年—2014年监测农村集中式供水工程666处,以地下水为水源占65.62% (437/666)。供水工程常规处理占23.57% (157/666),无水质处理占54.65%。2012年—2014年某市农村集中式供水水质总体合格率44.13%。出厂水、末梢水合格率呈逐年下降趋势 (线性和线性组合χ2=9.597,P < 0.05);以地下水为水源的出厂水、末梢水合格率高于地表水为水源的合格率;枯水期水质总体优于丰水期;常规处理的出厂水、末梢水合格率为82.80%、80.95%;无水质处理的出厂水、末梢水合格率为19.78%和13.65%;总大肠菌群合格率46.79%;耐热大肠菌群合格率52.30%。
      结论  某市农村集中式供水工程中水质净化、消毒设施缺乏,出厂水、末梢水合格率逐年下降,微生物超标是水质不合格的主要原因,传播介水传染病的风险较高。

       

      Abstract:
      Objective To understand and analyze the sanitary, quality, safety and dynamic change of centralized water supplies in rural areas of a city in 2012—2014, and to provide information for local government to ensure drinking water safety.
      Methods The data of water quality were retrieved from the National Disease Control Information System. The information on centralized water supplies was collected from the literature review and on-site survey. Water samples were collected and examined according to the Standard Examination Methods for Drinking Water (GB/T 5750-2006) and the results were evaluated based on the Standard for Drinking Water Quality (GB 5749-2006).
      Results A total of 666 centralized water supplies were monitored in 2012—2014 in the city. The number of water supplies with ground water as sources accounted for 65.62% (437/666). The number of water supplies with conventional water treatment accounted for 23.57% (157/666) and those without any water treatment accounted for 54.65%.The overall qualified rate of rural centralized water supplies was 44.13%. The qualified rates of finished water and terminal piped-water were declined year by year (linearity and linearity combination χ2=9.597, P < 0.05).The qualified rate of finished water and terminal piped-water from ground water source were higher than those from surface water source. The qualified rates of rural water supplies in dry seasons were better than those in wet seasons. The qualified rates of finished water and terminal piped-water with conventional treatment were 82.80% and 80.95%, respectively, and the qualified rates of finished water and terminal piped-water without any treatments were 19.78% and 13.65% respectively. The qualified rate of total coliforms was 46.79% and the qualified rate of heat-resistant coliform was 52.30%.
      Conclusions Water purification and disinfection facilities for central water supplies in rural areas of this city were insufficient. The qualified rate of finished water and terminal piped-water were decreased year by year. The major reason was microbial contaminants exceeded the standard limits. As a result, there was a high risk of water-borne infection diseases in rural areas of this city.

       

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