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混凝-絮凝联合催化臭氧化工艺强化雨季初级处理。

Coagulation-flocculation followed by catalytic ozonation processes for enhanced primary treatment during wet weather conditions.

机构信息

Department of Chemical Engineering and Analytical Chemistry, Faculty of Chemistry, University of Barcelona, C/Martí i Franqués 1, 08028, Barcelona, Spain.

Department of Civil and Environmental Engineering, Faculty of Engineering, University of Alberta, 9211-116, Street NW, T6G 1H9, Edmonton, Canada.

出版信息

J Environ Manage. 2021 Apr 1;283:111975. doi: 10.1016/j.jenvman.2021.111975. Epub 2021 Jan 25.

Abstract

Combined sewer overflows (CSO), generated during the wet weather flow from the combination of the inflow and stormwater runoff in sewer system, result in an overflow of untreated wastewater from sewer system, which might ultimately contain different micropollutants (MPs). In this study, a coagulation-flocculation-sedimentation (CFS) pretreated CSO spiked with MPs was treated by catalytic ozonation using carbon, iron, and peroxide-based catalysts. The catalysts were characterized and their activity on MPs removal was studied at two different ozone (O) doses (5 and 10 mg L). The effect of the treatment on the spiked CSO effluent was also assessed from the acute toxicity of the effluent using Microtox®, Yeast, and Macrophage cell-line toxicity assay tests. All the carbon-based catalysts showed large surface area, which was strongly influenced by the activation technique in the preparation of the catalysts. The CFS treatment strongly reduced the turbidity (≥60%) but had marginal effect on the UV, dissolved organic carbon (DOC), and pH. Sludge Based Carbon (SBC) showed strong adsorption capacity (≥60% removal efficiency) for all MPs studied compared to other carbon and iron-based catalysts. Ozonation alone was effective for the degradation of easily oxidizable MPs (sulfamethoxazole, mecoprop, and 2,4-dichlorophenoxyl acetic acid), achieving more than 80% degradation efficiency at 10 mg L of ozone, but not effective for atrazine (≤60% degradation efficiency) at similar O dose. Catalytic ozonation (at 10 mg L O dose) improved the degradation of the MPs at low catalyst dosage but higher dosage strongly inhibited their degradation. In all cases, the effluents showed negligible acute toxicity, indicating the suitability of the process for the treatment of CSO.

摘要

合流制污水溢流(CSO)是指在雨水与污水管网中污水的混合作用下,未经处理的污水从污水管网中溢出,其中可能含有不同的微量污染物(MPs)。在本研究中,采用混凝-絮凝-沉淀(CFS)预处理的含有 MPs 的 CSO 水样,使用基于碳、铁和过氧化物的催化剂进行催化臭氧化处理。对催化剂进行了表征,并在两种不同的臭氧(O)剂量(5 和 10 mg/L)下研究了其对 MPs 去除的活性。还通过使用 Microtox®、酵母和巨噬细胞细胞系毒性测定试验评估了该处理对 CSO 出水的急性毒性的影响。所有基于碳的催化剂均具有较大的表面积,这强烈受催化剂制备过程中活化技术的影响。CFS 处理强烈降低了浊度(≥60%),但对 UV、溶解有机碳(DOC)和 pH 值的影响不大。与其他碳和铁基催化剂相比,污泥基碳(SBC)对所有研究的 MPs 均表现出较强的吸附能力(≥60%的去除效率)。单独的臭氧化对易氧化的 MPs(磺胺甲恶唑、甲草胺和 2,4-二氯苯氧乙酸)的降解是有效的,在 10 mg/L 的臭氧剂量下,降解效率超过 80%,但在类似的 O 剂量下,对莠去津(≤60%的降解效率)无效。在低催化剂剂量下,催化臭氧化(在 10 mg/L O 剂量下)提高了 MPs 的降解效率,但更高的剂量会强烈抑制其降解。在所有情况下,出水均表现出可忽略的急性毒性,表明该工艺适用于 CSO 的处理。

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