Department of Civil, Environmental and Architectural Engineering, 428 UCB, University of Colorado at Boulder, Boulder, Colorado 80309, USA.
Environ Sci Technol. 2010 Aug 1;44(15):5714-20. doi: 10.1021/es1004736.
The application of advanced oxidation processes (AOPs) for the treatment of wastewater is hindered by scavenging of the hydroxyl radical (HO*) by effluent organic matter (EfOM). This scavenging is directly proportional to the second-order reaction rate constant between EfOM and HO* (kEfOM-HO*). To understand the kinetics of this reaction as a function of the subcomponents of EfOM, four wastewater samples were fractionated by ultrafiltration into distinct apparent molecular weight (AMW) fractions (<1, <3, <5, and <10 kDa), and their kEfOM-HO* values were quantified. In general, the values for k(EfOM-HO*) decreased as the AMW increased. The values of k(EfOM-HO*) for the bulk waters varied between 6.32 and 14.1x10(8) MC(-1)s(-1) (units of per molar carbon concentration per second). In the case of the <1 kDa fraction, the values of kEfOM-HO* varied from 14.3 to 35.0x10(8) MC(-1)s(-1), or approximately 2.31(+/-0.24) times that of the corresponding bulk waters. For the <3 kDa, <5 kDa, and <10 kDa fractions, the k(EfOM-HO*) values were 1.83(+/-0.25), 1.32(+/-0.23), and 1.26(+/-0.35) times that of the bulk waters, respectively. Based on the obtained results, the variability and general magnitude of the kEfOM-HO* values were attributed to the production and reactivity of soluble microbial products (SMP), a major component of EfOM. Two samples collected at a wastewater treatment facility with different treatment variables had different kEfOM-HO* values, indicating that wastewater treatment processes will impact overall HO* scavenging by EfOM and should be considered during the implementation of AOPs.
高级氧化工艺(AOPs)在废水处理中的应用受到废水中有机物(EfOM)对羟基自由基(HO*)的清除作用的阻碍。这种清除作用与 EfOM 和 HO之间的二级反应速率常数(kEfOM-HO)成正比。为了了解作为 EfOM 亚组分函数的这种反应动力学,将四种废水样品通过超滤分为不同的表观分子量(AMW)级分(<1、<3、<5 和<10 kDa),并定量了它们的 kEfOM-HO值。一般来说,随着 AMW 的增加,k(EfOM-HO)值降低。总 EfOM 的 k(EfOM-HO*)值在 6.32 到 14.1x10(8) MC(-1)s(-1)之间变化(单位为每摩尔碳浓度每秒)。在<1 kDa 级分的情况下,kEfOM-HO值在 14.3 到 35.0x10(8) MC(-1)s(-1)之间变化,或者大约是相应总 EfOM 的 2.31(+/-0.24)倍。对于<3 kDa、<5 kDa 和<10 kDa 级分,k(EfOM-HO)值分别为总 EfOM 的 1.83(+/-0.25)、1.32(+/-0.23)和 1.26(+/-0.35)倍。根据获得的结果,kEfOM-HO值的可变性和一般大小归因于可溶性微生物产物(SMP)的产生和反应性,SMP 是 EfOM 的主要成分。在具有不同处理变量的废水处理设施中收集的两个样品具有不同的 kEfOM-HO值,这表明废水处理过程将影响 EfOM 对总体 HO*的清除作用,并且在实施 AOPs 时应加以考虑。