Department of Chemistry, University of Minnesota, 207 Pleasant St. SE, Minneapolis, MN 55455, United States.
Chemosphere. 2011 Sep;85(2):284-9. doi: 10.1016/j.chemosphere.2011.09.003. Epub 2011 Sep 22.
Triclosan, a common antimicrobial agent, may react during the disinfection of wastewater with free chlorine to form three chlorinated triclosan derivatives (CTDs). This is of concern because the CTDs may be photochemically transformed to tri- and tetra-chlorinated dibenzo-p-dioxins when discharged into natural waters. In this study, wastewater influent, secondary (pre-disinfection) effluent, and final (post-disinfection) effluent samples were collected on two occasions each from two activated sludge wastewater treatment plants, one using chlorine disinfection and one using UV disinfection. Concentrations of triclosan and three CTDs were determined using ultra performance liquid chromatography-triple quadrupole mass spectrometry with isotope dilution methodology. Triclosan and the CTDs were detected in every influent sample at levels ranging from 453 to 4530 and 2 to 98 ng L(-1), respectively, though both were efficiently removed from the liquid phase during activated sludge treatment. Triclosan concentrations in the pre-disinfection effluent ranged from 36 to 212 ng L(-1), while CTD concentrations were below the limit of quantification (1 ng L(-1)) for most samples. In the treatment plant that used chlorine disinfection, triclosan concentrations decreased while CTDs were formed during chlorination, as evidenced by CTD levels as high as 22 ng L(-1) in the final effluent. No CTDs were detected in the final effluent of the treatment plant that used UV disinfection. The total CTD concentration in the final effluent of the chlorinating treatment plant reached nearly one third of the triclosan concentration, demonstrating that the chlorine disinfection step played a substantial role in the fate of triclosan in this system.
三氯生是一种常见的抗菌剂,在废水的消毒过程中,可能会与游离氯发生反应,形成三种氯化三氯生衍生物(CTD)。这令人担忧,因为当这些 CTD 被排放到自然水域时,可能会在光化学作用下转化为三氯和四氯二苯并-对-二恶英。在这项研究中,分别从两个采用氯消毒和紫外线消毒的活性污泥污水处理厂各采集了两次进水、二次(预消毒)出水和最终(后消毒)出水样品。采用超高效液相色谱-三重四极杆质谱联用仪和同位素稀释法测定三氯生和三种 CTD 的浓度。在每个进水样品中均检测到三氯生和三种 CTD,浓度范围分别为 453 至 4530ng/L 和 2 至 98ng/L,尽管它们在活性污泥处理过程中都有效地从液相中去除。预消毒出水中的三氯生浓度范围为 36 至 212ng/L,而大多数样品中的 CTD 浓度低于定量下限(1ng/L)。在采用氯消毒的污水处理厂中,三氯生浓度降低,而 CTD 则在氯化过程中形成,最终出水中的 CTD 水平高达 22ng/L。采用紫外线消毒的污水处理厂的最终出水中未检测到 CTD。氯化处理厂最终出水中的总 CTD 浓度达到三氯生浓度的近三分之一,表明氯消毒步骤在该系统中三氯生命运中起着重要作用。