复合混凝剂强化混凝去除原水中N-亚硝基二甲胺机理
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南京理工大学化学与化工学院 江苏 210094

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T

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国家自然科学基金项目编号:21377054)


Removal mechanism of N-nitrosodimethylamine from raw water by the enhanced coagulation of composite coagulant
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School of Chemistry and Chemical Engineering,Nanjing University of Science and Technology

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    摘要:

    摘要:以长江原水为模拟对象,聚合氯化铝(PAC)为混凝剂,PAC/聚二甲基二烯丙基氯化铵(PDMDAAC)为复合混凝剂,采用混凝处理(混凝剂处理)和强化混凝处理(复合混凝剂处理)含氮消毒副产物N-亚硝基二甲胺(NDMA)的各种模拟原水,对比处理后模拟原水中水质参数(浊度、CODMn含量、有机胺含量和氨氮含量)和NDMA去除率变化的相关性,结合对代表水质参数的污染物SEM表征的微观结构、官能团性质和混凝机理分析,推测NDMA的去除机理。结果表明,各类模拟原水经过混凝和强化混凝处理后,随混凝剂或复合混凝剂投加量的增加,水质参数和NDMA去除率均先增加后稳定或略减少;经过混凝和强化混凝处理后,单组分模拟原水〔含有NDMA和4种模拟污染物(硅藻土、腐植酸钠盐、二甲胺盐酸盐、硝酸铵,下同)中的一种〕的NDMA最大去除率(5.88%~15.65%和6.48%~16.90%)均高于只含有NDMA的空白模拟原水(4.31%和4.88%),多组分模拟原水(含有NDMA和4种模拟污染物)的NDMA最大去除率最高(39.15%和42.04%);4种污染物基于其微观结构和表面官能团特征不同,对NDMA形成不同程度的吸附;混凝剂和复合混凝剂产生的电中和、吸附架桥等作用,可以去除游离的和被污染物吸附的NDMA;污染物的吸附及协同吸附作用和复合混凝剂的强化混凝作用,显著强化了对NDMA的去除。

    Abstract:

    Abstract: Taking the raw water of the Yangtze River as the simulated object, polyaluminum chloride (PAC) as the coagulant, and PAC/polydimethyldiallylammonium chloride (PDMDAAC) as the composite coagulant, the simulated raw water containing nitrogen disinfection by-product N-nitrosodimethylamine (NDMA) was used for coagulation treatment (coagulant treatment) and enhanced coagulation treatment (composite coagulant treatment), and the correlation between the water quality parameters (turbidity, CODMn, organic amine and ammonia nitrogen) and the NDMA removal rate in the simulated raw water after treatment was compared. Combined with the analysis of the microstructure, functional group properties and coagulation mechanism of the SEM characterization of pollutants representing water quality parameters, the removal mechanism of NDMA was speculated. The results showed that the water quality parameters and NDMA removal rate of various simulated raw water increased first and then stabilized or slightly decreased with the dosage increase of coagulant or composite coagulant after coagulation and enhanced coagulation treatment. The maximum removal rate of NDMA (5.88%~15.65% and 6.48%~16.90%) of one-component simulated raw water (containing NDMA and one of the four simulated pollutants (diatomite, sodium humate salt, dimethylamine hydrochloride and ammonium nitrate) was higher than that of NDMA containing only by (4.31% and 4.88%). The maximum removal rate of NDMA in multi-component simulated raw water (containing NDMA and four simulated pollutants (diatomite, sodium humate salt, dimethylamine hydrochloride and ammonium nitrate) was the highest (39.15% and 42.04%). The four pollutants adsorbed NDMA to different degrees based on their different microstructures and surface functional group characteristics. The electric neutralization and adsorption bridging effects generated by coagulants and composite coagulants can remove free and adsorbed NDMA by pollutants. The adsorption and synergistic adsorption of pollutants and the enhanced coagulation of composite coagulants significantly enhanced the removal of NDMA.

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田田,Olubunmi M. Olukowi,张跃军.复合混凝剂强化混凝去除原水中N-亚硝基二甲胺机理[J].精细化工,2025,42(5):

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  • 收稿日期:2024-05-09
  • 最后修改日期:2024-06-26
  • 录用日期:2024-05-27
  • 在线发布日期: 2025-04-27
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