碳酸盐自由基(hco3·/co3 -·)在水化学中的反应中间体:动力学和模型

Th. Umschlag, H. Herrmann
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引用次数: 47

摘要

本文介绍了碳酸根阴离子(CO - 3)与芳香族化合物在T = 298 K水溶液中反应的实验室动力学研究结果。数据是用激光光解激光长路吸收(LP-LPLA)装置获得的,该装置是为直接研究自由基反应而设计的。对于CO - 3的反应。对苯二酚二甲醚(2)、甲苯醚(3)、苯(4)、对二甲苯(5)、甲苯(6)、氯苯(7)、硝基苯(8)、苯腈(9)的速率系数为(3.0±0.6)。10.7 M- s -1, k3 =(9.7±1.7)。10 5 M -1 s -1, k4 =(3.2±0.7)。10 5 M -1 s -1, k 5 =(3.8±0.9)。10 4 M -1 s -1, k 6 =(6.8±2.3)。10 4 M -1 s -1, k7 =(2.7±0.6)。10 5 M -1 s -1, k 8 =(1.4±0.5)。10 4 M -1 s -1, k 9 < 1.3。得到10 2 M -1 s -1。在进一步的研究中,研究了温度对反应(2)、(4)和(5)的影响。将碳酸盐自由基阴离子与芳香族化合物反应的动力学数据与羟基自由基的反应进行了比较。最后,在一个简单的模型系统中使用这些动力学数据来研究碳酸盐自由基阴离子动力学在水处理过程中的意义。结果表明,有机污染物的降解。oh基水处理可通过CO - 3 / hco3进行。在一定条件下是自由基。
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The carbonate radical (hco3·/co3–·) as a reactive intermediate in water chemistry: kinetics and modelling
Results from kinetic laboratory studies of reactions of the carbonate radical anion (CO - 3 .) with aromatic compounds in aqueous solution at T = 298 K are presented. Data were obtained in using a laser photolysis laser long-path absorption (LP-LPLA) apparatus which was designed for direct time-resolved studies of radical reactions. For the reactions of CO - 3 . with hydroquinone dimethyl ether (2), methyl anisole (3), benzene (4), p-xylene (5), toluene (6), chlorobenzene (7), nitrobenzene (8), and benzonitrile (9), rate coefficients of k 2 = (3.0 ± 0.6). 10 7 M-' s -1 , k 3 = (9.7 ± 1.7). 10 5 M -1 s -1 , k 4 = (3.2 ± 0.7). 10 5 M -1 s -1 , k 5 = (3.8 ± 0.9). 10 4 M -1 s -1 , k 6 = (6.8 ± 2.3). 10 4 M -1 s -1 , k 7 = (2.7 ± 0.6). 10 5 M -1 s -1 , k 8 = (1.4 ± 0.5). 10 4 M -1 s -1 , and k 9 < 1.3. 10 2 M -1 s -1 were obtained. In further studies the effect of temperature on the reactions (2), (4), and (5) has been studied. The kinetic data obtained for the reaction of the carbonate radical anion with aromatic compounds were compared to the corresponding reactions of the hydroxyl radical. Finally, these kinetic data were used within a simple model system to investigate the implications of carbonate radical anion kinetics within water treatment processes. It is shown that the degradation of organic pollutants in. OH-radical based water treatment may proceed via the CO - 3 ./HCO 3 . radical under certain conditions.
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