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利用氯和紫外线辐射对废水进行消毒的建模和动力学特性研究。

Modeling and kinetic characterization of wastewater disinfection using chlorine and UV irradiation.

机构信息

Water Research and Technology Center, Borj Cédria Science and Technology Park, University Tunis Cartage, P.O. Box 273, 8020, Tunis, Soliman, Tunisia.

出版信息

Environ Sci Pollut Res Int. 2016 Oct;23(19):19861-75. doi: 10.1007/s11356-016-7173-4. Epub 2016 Jul 16.

Abstract

Sewage disinfection has the primary objective of inactivating pathogenic organisms to prevent the dissemination of waterborne diseases. This study analyzed individual disinfection, with chlorine alone, ultraviolet radiation alone, and a combined disinfection process (chlorine-UV radiation). Pseudomonas aeruginosa ATCC 15442, Escherichia coli ATCC 11229, Salmonella typhi ATCC 14028, and Clostridium perfringens were selected to evaluate the efficiency of different disinfection processes. The aim of the present study was to characterize the kinetics of chlorine (as NaHOCl) consumption, to evaluate responses of these bacterial species to the chlorination, the ultraviolet (UV) radiation, and the chlorine/UV disinfection processes in secondary wastewater using a batch laboratory reactor. Another target of this work was to study the modeling of the kinetic of water disinfection by chlorination and/or UV irradiation. Two kinetic models (Chick-Watson and Hom) were tested as to ability to scale disinfection of these bacterial species by different ultraviolet and/or chlorine doses. The results of the kinetics of chlorine consumption showed that monochloramines and trichloramines were the most important forms of residual chlorine as compared to free chlorine and dichloramines. The kinetics of inactivation of all examined bacterial strains showed that the application of the model of Hom in its original form was not representative of this kinetics of inactivation. Modification of this model, considering an initial decline of bacteria during the contact of water with chlorine, improved the results of the model. By the same, results revealed that the involved processes of UV irradiation were too complex to be approached by a simplified formulation, even in the case of specific strains of microorganisms and the use of nearly constant UV radiation intensity. In fact, the results have pointed out that the application of the Chick-Watson law is known to be inadequate to describe microbial inactivation with tailing or shoulder behavior. However, the UV kinetic studies also revealed that the first instants of exposure (2 to 10 s) to a UV intensity of 5 to 8 mW.cm-2 appeared as the deciding factors in disinfection with UV irradiation. It was shown that the combination of chlorine with UV yielded additive effects on the inactivation of bacterial strains and spectacular disinfection efficiency at a short contact time and less dose. In contrast to most studies, UV irradiation alone and chlorine alone exhibited low disinfection efficiency in inactivation of tested bacterial strains.

摘要

污水消毒的主要目的是灭活致病生物体,以防止水传播疾病的传播。本研究分析了单独的消毒,包括单独使用氯、单独使用紫外线辐射以及联合消毒过程(氯-紫外线辐射)。选择铜绿假单胞菌 ATCC 15442、大肠杆菌 ATCC 11229、伤寒沙门氏菌 ATCC 14028 和产气荚膜梭菌来评估不同消毒过程的效率。本研究的目的是描述氯(作为次氯酸钠)消耗的动力学,评估这些细菌对氯化、紫外线 (UV) 辐射以及使用间歇式实验室反应器的二级废水的氯/UV 消毒过程的响应。这项工作的另一个目标是研究氯化和/或紫外线照射的水消毒动力学建模。测试了两种动力学模型(Chick-Watson 和 Hom),以确定不同紫外线和/或氯剂量对这些细菌消毒的能力。氯消耗动力学的结果表明,与自由氯和二氯胺相比,一氯胺和三氯胺是最重要的残余氯形式。所有受检细菌菌株的失活动力学表明,Hom 模型的原始形式的应用不能代表这种失活动力学。通过考虑水与氯接触过程中细菌的初始下降,对该模型进行修改,提高了模型的结果。同样,结果表明,紫外线辐射所涉及的过程过于复杂,即使对于特定的微生物菌株和使用几乎恒定的紫外线辐射强度,也无法通过简化的配方来处理。事实上,结果指出,Chick-Watson 定律的应用已知不足以描述具有拖尾或肩形的微生物失活。然而,紫外线动力学研究还表明,在 5 到 8 mW.cm-2 的紫外线强度下暴露的最初几秒钟(2 到 10 秒)是紫外线照射消毒的决定性因素。结果表明,氯与紫外线联合使用对细菌菌株的灭活具有相加作用,并且在短接触时间和低剂量下具有出色的消毒效率。与大多数研究相反,单独使用紫外线和单独使用氯对测试细菌菌株的消毒效率均较低。

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