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基于紫外线的高级氧化工艺修复地下水中烃类污染的有效性:一项实验室研究。

Effectiveness of UV-based advanced oxidation processes for the remediation of hydrocarbon pollution in the groundwater: a laboratory investigation.

作者信息

Mascolo Giuseppe, Ciannarella Ruggero, Balest Lydia, Lopez Antonio

机构信息

Istituto di Ricerca Sulle Acque, Consiglio Nazionale delle Ricerche, Via F. De Blasio, 5, 70123 Bari, Italy.

出版信息

J Hazard Mater. 2008 Apr 15;152(3):1138-45. doi: 10.1016/j.jhazmat.2007.07.120. Epub 2007 Aug 19.

Abstract

The effectiveness of advanced oxidation processes in a batch and a flow reactor was investigated for the remediation of hydrocarbon pollution in the groundwater underlying a petrochemical industrial site. The main organic contaminants present in the groundwater were MTBE, benzene, alkyl-benzenes and alkyl-naphthalenes. Experimental results with a batch reactor showed that for all the organic contaminants the removal efficiency order is UV/TiO2 approximately UV/H2O2>UV (medium-pressure) in a synthetic aqueous solution, compared to UV/H2O2>UV (medium-pressure)>UV/TiO2 for the real polluted groundwater. The much lower performance of UV/TiO2 with respect to UV/H2O2 was inferred to the matrix of the groundwater, i.e. the salt content, as well as the organic and particulate matter. In fact, it is likely that the salts and dissolved organic matter quench the superoxide anion O2(-) and hydroxyl radicals just formed at the surface of the TiO2 catalyst. MTBE was the hardest compound to remove with each of the investigated treatments. UV and UV/TiO2 treatments were not able to reach a residual concentration of 10 microg/L (set by Italian legislation) even after 180 min. As for the UV/H2O2 process, only the MTBE degradation rate resulted affected by the initial H2O2 concentration, while for other compounds a complete removal was obtained within 20 min even with the lowest H2O2 concentration used (0.13 g/L). Only after 120 min of treatment, with an initial H2O2 concentration of 0.13 g/L, did the residual MTBE concentration fall below the above reported maximum admissible concentration. Instead, by using an initial concentration of 2g/L a residual concentration lower than 5 microg/L was obtained after just 30 min of reaction. The UV/H2O2 process was also investigated with a flow reactor. Results showed that it was more efficient than the batch reactor for removing MTBE, in terms of reaction time and initial H2O2 concentration required. This is consistent with the higher power of the UV lamp and with the different geometry of the flow reactor, which has a much shorter optical path than the batch reactor. By-product characterisation was also performed showing that t-butyl-formate and low molecular weight organic acids are formed as intermediate and final by-products, respectively. Finally, a preliminary evaluation of the operational cost of the UV/H2O2 process showed a value of 1.7 euro/m3 under the optimised condition.

摘要

研究了间歇式和连续流反应器中高级氧化工艺对石化工业场地地下水中烃类污染的修复效果。地下水中存在的主要有机污染物为甲基叔丁基醚(MTBE)、苯、烷基苯和烷基萘。间歇式反应器的实验结果表明,在合成水溶液中,对于所有有机污染物,去除效率顺序为紫外光/二氧化钛(UV/TiO₂)≈紫外光/过氧化氢(UV/H₂O₂)>中压紫外光(UV);而对于实际污染的地下水,去除效率顺序为UV/H₂O₂>中压UV>UV/TiO₂。UV/TiO₂相对于UV/H₂O₂性能低得多,原因被推断为地下水的基质,即盐分含量以及有机和颗粒物。实际上,盐分和溶解的有机物很可能会猝灭刚在TiO₂催化剂表面形成的超氧阴离子O₂⁻和羟基自由基。MTBE是所有研究处理中最难去除的化合物。即使经过180分钟,UV和UV/TiO₂处理也无法使残留浓度达到10μg/L(意大利法规设定)。对于UV/H₂O₂工艺,只有MTBE的降解速率受初始H₂O₂浓度影响,而对于其他化合物,即使使用最低的H₂O₂浓度(0.13g/L),在20分钟内也能实现完全去除。只有在处理120分钟后,初始H₂O₂浓度为0.13g/L时,残留的MTBE浓度才降至上述报告的最大允许浓度以下。相反,使用初始浓度2g/L时,仅反应30分钟后残留浓度就低于5μg/L。还使用连续流反应器研究了UV/H₂O₂工艺。结果表明,就所需的反应时间和初始H₂O₂浓度而言,它在去除MTBE方面比间歇式反应器更有效。这与紫外灯的更高功率以及连续流反应器的不同几何形状一致,连续流反应器的光程比间歇式反应器短得多。还进行了副产物表征,结果表明甲酸叔丁酯和低分子量有机酸分别作为中间副产物和最终副产物形成。最后,对UV/H₂O₂工艺的运行成本进行了初步评估,结果表明在优化条件下为每立方米1.7欧元。

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