Hässelbarth U, Tiefenbrunner F
Institut für Wasser-, Boden-u. Lufthygiene des Bundesgesundheitsamtes Berlin.
Offentl Gesundheitswes. 1990 Aug-Sep;52(8-9):405-7.
The Federal German DIN standard No. 19644 that has been enforced in West Germany since 1989 had to be revised in view of the fact that German legislation is expected to issue an ordinance on swimming pool and public bath water within the framework of the Federal Communicable Diseases Act; furthermore, the need for revision also arose from the solution of the hygienic problems of treatment and disinfection of warm whirlpool water, and from the necessity of modifying several now outdated regulations. It is the aim of public health legislation to prevent health risks of bathers and of attendant staff by Legionella pneumophila in all types of basins with additional water cycles and intake of air (aerosol formation); likewise, adverse health effects of side reaction products of the disinfectant chlorine (i. e. chloroamines and halogenated organic compounds, especially the trihalomethanes) must be avoided. Recent research has shown that these aims can be achieved by altering the mode of running and backwashing filters of all process combinations including those using ozone and introducing an additional absorption on powdered activated carbon, and the process combination of flocculation-filtration-chlorination. Improved treatment would be without effect if turnover rates could not be assessed reliably for basins of irregular geometry--as they are preferably used today--operated with additional water cycles involving intake of air. Lack of costly investigations prompts users to estimate turnover rates on the basis of experience collected with basins of square or rectangular dimensions.
自1989年起在西德实施的德国联邦DIN标准No. 19644必须进行修订,原因如下:德国立法预计将在《联邦传染病法》框架内发布一项关于游泳池和公共浴场用水的条例;此外,对温热漩涡浴水进行处理和消毒所涉及的卫生问题的解决,以及修改一些现已过时的规定的必要性,也促使了该标准的修订。公共卫生立法的目的是,在所有带有额外水循环和空气吸入(形成气溶胶)的各类水池中,预防嗜肺军团菌对游泳者和相关工作人员造成健康风险;同样,必须避免消毒剂氯的副反应产物(即氯胺和卤代有机化合物,尤其是三卤甲烷)对健康产生不良影响。最近的研究表明,通过改变包括使用臭氧的所有工艺组合的过滤器运行和反冲洗方式,并在粉末活性炭上进行额外吸附,以及采用絮凝 - 过滤 - 氯化的工艺组合,可以实现这些目标。如果对于如今普遍使用的具有不规则几何形状且带有涉及空气吸入的额外水循环的水池,无法可靠评估其周转率,那么改进处理将毫无效果。由于缺乏成本高昂的调查,使用者只能根据在方形或矩形尺寸水池中积累的经验来估算周转率。