Department of Chemical Engineering, McGill University, 3610 University St., Montreal, QC, H3A 0C5, Canada.
Water Quality Centre, Trent University, 1600 West Bank Drive Peterborough, ON, K9J 7B8, Canada.
Chemosphere. 2017 Jul;178:439-448. doi: 10.1016/j.chemosphere.2017.03.070. Epub 2017 Mar 19.
Accurate data is needed to evaluate the capacity of wastewater treatments plants (WWTPs) to remove contaminants of emerging concern (CECs). The variability of CEC removals reported in the literature has raised questions about the methods used to estimate removals. In this study, we used the recently proposed "fractionated approach" to account for the influence of hydrodynamics in WWTPs and applied this method for estimating the removal of 23 target CECs. Data on the conductivity and temperature of wastewater at two WWTPs were used to determine the hydraulic model that best described the flow regime of treatment units. Composite samples (24-h) were collected at different stages of treatment over successive days. The concentrations of the target compounds in wastewater were determined by liquid chromatography with mass spectrometry. Different hydraulic models were necessary to define the hydrodynamics at the two WWTPs, resulting in different load fractions to be used in the calculation of removals. For WWTP A, that has a primary clarifier, all target CECs, except triclosan, were poorly removed during this step at efficiencies <30%. On the other hand, the activated sludge treatment unit at both WWTPs removed most target CECs at >70%. This study expanded the application of the fractionated approach to compare the hydraulics of two treatment trains of different configurations, including primary and secondary treatment. It demonstrated the sensitivity of the method to account for variations between the different treatment units. Reliable removals of an extended list of CECs in primary and secondary treatment were also provided in this study.
需要准确的数据来评估废水处理厂 (WWTP) 去除新兴关注污染物 (CECs) 的能力。文献中报道的 CEC 去除率的可变性引起了人们对用于估计去除率的方法的质疑。在这项研究中,我们使用了最近提出的“分馏方法”来考虑 WWTP 中的水动力影响,并应用该方法估计了 23 种目标 CEC 的去除率。使用两个 WWTP 的废水电导率和温度数据来确定最能描述处理单元流动状态的水力模型。在连续几天的不同处理阶段收集复合样品(24 小时)。通过液相色谱-质谱法测定废水中目标化合物的浓度。为了定义两个 WWTP 的水动力,需要不同的水力模型,这导致在计算去除率时使用不同的负荷分数。对于有初次沉淀池的 WWTP A,除三氯生外,所有目标 CECs 在该步骤的去除效率均<30%,去除效果较差。另一方面,两个 WWTP 的活性污泥处理单元均能去除大多数目标 CECs,去除率>70%。本研究扩展了分馏方法的应用,以比较两种不同配置(包括初级和次级处理)的处理线的水力学。它证明了该方法对不同处理单元之间变化进行核算的敏感性。本研究还提供了在初级和次级处理中可靠去除扩展的 CEC 清单。