U.S. Environmental Protection Agency, Cincinnati, Ohio 45268, USA.
Water Environ Res. 2010 Dec;82(12):2373-9. doi: 10.2175/106143010x12681059117175.
Blending is used in the wastewater industry to manage wet-weather events. Wastewater is treated through primary clarification, with flows in excess of the hydraulic capacity of the secondary system being directed to effluent disinfection. Before disinfection, the primary clarified effluent is "blended" with effluents that have been treated through the secondary system. The combined or "blended" effluents are then disinfected before being discharged to receiving waters. This study evaluated the effectiveness of chlorine to disinfect blended effluents. Experiments were conducted at bench-scale on primary and secondary effluents and three ratios of primary to secondary effluent (1:9, 3:7, and 5:5) from three publicly owned treatment works. Results from this study found that blending 10% or more primary effluent with secondary reduces the efficacy of chlorine disinfection, and coliphage survived chlorine disinfection better than bacterial indicator organisms. A simple empirical model for predicting indicator organism densities following chlorine disinfection was developed using data from this research.
混合工艺被应用于废水处理行业,以应对恶劣天气状况。废水先经过一级澄清处理,二级系统的水力容量超过流量时,多余的废水将被引导至出水消毒。在消毒前,一级澄清出水与经过二级处理的出水进行“混合”。混合后的出水经过消毒后,再排入受纳水体。本研究评估了氯消毒混合废水的效果。在实验台上,对来自三个公有污水处理厂的一级和二级废水,以及三种一级与二级废水的比例(1:9、3:7 和 5:5)进行了实验。本研究结果表明,将 10%或更多的一级废水与二级废水混合,会降低氯消毒的效果,且噬菌体比细菌指示生物更能耐受氯消毒。本研究使用数据开发了一个简单的经验模型,用于预测氯消毒后指示生物密度。