Biology Department, University of Pisa, Pisa, Italy.
Lett Appl Microbiol. 2010 Jan;50(1):24-9. doi: 10.1111/j.1472-765X.2009.02750.x.
Legionella contamination of industrial cooling towers has been identified as the cause of sporadic cases and outbreaks of legionellosis among people living nearby. To evaluate and control Legionella contamination in industrial cooling tower water, microbiological monitoring was carried out to determine the effectiveness of the following different disinfection treatments: (i) continuous chlorine concentration of 0.01 ppm and monthly chlorine shock dosing (5 ppm) on a single cooling tower; (ii) continuous chlorine concentration of 0.4 ppm and monthly shock of biocide P3 FERROCID 8580 (BKG Water Solution) on seven towers.
Legionella spp. and total bacterial count (TBC) were determined 3 days before and after each shock dose. Both strategies demonstrated that when chlorine was maintained at low levels, the Legionella count grew to levels above 10(4) CFU l(-1) while TBC still remained above 10(8 )CFU l(-1). Chlorine shock dosing was able to eliminate bacterial contamination, but only for 10-15 days. Biocide shock dosing was also insufficient to control the problem when the disinfectant concentration was administered at only one point in the plant and at the concentration of 30 ppm. On the other hand, when at a biocide concentration of 30 or 50 ppm was distributed throughout a number of points, depending on the plant hydrodynamics, Legionella counts decreased significantly and often remained below the warning limit. Moreover, the contamination of water entering the plant and the presence of sediment were also important factors for Legionella growth.
For effective decontamination of outdoor industrial cooling towers, disinfectants should be distributed in a targeted way, taking into account the possible sources of contamination.
The data of the research permitted to modify the procedure of disinfection for better reduce the water and aerosol contamination and consequently the exposure risk.
已确定工业冷却塔中的军团菌污染是导致附近居民散发性军团病病例和暴发的原因。为了评估和控制工业冷却塔水中的军团菌污染,进行了微生物监测,以确定以下不同消毒处理的效果:(i)单个冷却塔中持续 0.01ppm 的氯浓度和每月氯冲击剂量(5ppm);(ii)七个冷却塔中持续 0.4ppm 的氯浓度和每月生物杀灭剂 P3 FERROCID 8580(BKG 水溶液)冲击剂量。
在每次冲击剂量前后 3 天,测定军团菌属和总细菌计数(TBC)。这两种策略都表明,当氯保持在低水平时,军团菌计数增长到超过 10(4)CFU l(-1),而 TBC 仍保持在 10(8)CFU l(-1)以上。氯冲击剂量能够消除细菌污染,但仅持续 10-15 天。当消毒剂浓度仅在工厂的一个点以 30ppm 的浓度施用时,生物杀灭剂冲击剂量也不足以控制问题。另一方面,当生物杀灭剂浓度为 30 或 50ppm 并根据工厂水动力分布在多个点时,军团菌计数显著下降,并且通常保持在警告限值以下。此外,进入工厂的水的污染和沉积物的存在也是军团菌生长的重要因素。
为了有效净化室外工业冷却塔,应根据可能的污染来源有针对性地分配消毒剂。
该研究的数据允许修改消毒程序,以更好地减少水和气溶胶污染,从而降低暴露风险。