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水中聚乙烯微塑料风化行为对混凝过程的影响

徐铭遥 彭少茵 齐飞 李晨 王振北 郭明宇

徐铭遥,彭少茵,齐飞,等.水中聚乙烯微塑料风化行为对混凝过程的影响[J].环境工程技术学报,2023,13(2):632-638 doi: 10.12153/j.issn.1674-991X.20220032
引用本文: 徐铭遥,彭少茵,齐飞,等.水中聚乙烯微塑料风化行为对混凝过程的影响[J].环境工程技术学报,2023,13(2):632-638 doi: 10.12153/j.issn.1674-991X.20220032
XU M Y,PENG S Y,QI F,et al.Effect of weathering behavior of polyethylene microplastics in water on coagulation process[J].Journal of Environmental Engineering Technology,2023,13(2):632-638 doi: 10.12153/j.issn.1674-991X.20220032
Citation: XU M Y,PENG S Y,QI F,et al.Effect of weathering behavior of polyethylene microplastics in water on coagulation process[J].Journal of Environmental Engineering Technology,2023,13(2):632-638 doi: 10.12153/j.issn.1674-991X.20220032

水中聚乙烯微塑料风化行为对混凝过程的影响

doi: 10.12153/j.issn.1674-991X.20220032
基金项目: 大学生创新创业训练计划项目(X201910022166);国家自然科学基金青年基金项目(52100002);城市水资源与水环境国家重点实验室开放课题(QA202014);北京林业大学中央高校基本科研业务费专项(BLX201933);国家重点研发计划项目(2021YFE0100800);中国博士后科学基金(2021M700448)
详细信息
    作者简介:

    徐铭遥(1998—),女,硕士,研究方向为滤饼层动态膜协同超滤膜处理技术,xvmingyao@163.com

    通讯作者:

    王振北(1989—),男,讲师,博士,研究方向为水中颗粒特征动态演变及膜法水处理技术,wangzhenbei119@163.com

  • 中图分类号: X703

Effect of weathering behavior of polyethylene microplastics in water on coagulation process

  • 摘要:

    以地表水中丰度较高的聚乙烯(PE)微塑料作为研究对象,开展吸附和混凝试验,在解析PE微塑料对水中有机物吸附能力的基础上,用氙灯对PE微塑料进行光老化以模拟微塑料在自然条件下的风化行为,深入研究PE微塑料风化行为对混凝过程的影响。结果表明:粒度为50~200目的PE微塑料对有机物的吸附量为310~350 mg/g(以碳计),不存在显著的吸附性能差异。在混凝过程中,相较于未添加PE微塑料的情况,添加未风化的PE微塑料会降低有机物去除率,而添加风化PE微塑料则能明显提升有机物去除率。同时,混凝过程对风化PE微塑料的去除率高于未风化PE微塑料,表明PE微塑料的风化行为有利于其在混凝过程中被去除。根据混凝过程中絮体特征可知,PE微塑料的风化行为对形成絮体的尺寸影响极小,但能显著提高絮体的生长速度。

     

  • 图  1  PE微塑料粒度对其有机物吸附性能的影响

    Figure  1.  Effect of particle size of PE microplastics on organic matter adsorption performance

    图  2  微塑料对混凝过程有机物去除性能影响

    Figure  2.  Effect of microplastics on organic matter removal performance in coagulation process

    图  3  微塑料样品中的化学官能团变化的FT-IR

    Figure  3.  Changes of chemical functional groups in microplastic samples (FT-IR)

    图  4  不同混凝剂投加量条件下混凝出水中风化PE微塑料形态

    Figure  4.  Image of weathered microplastics in coagulated effluent under different coagulant dosages

    图  5  不同混凝剂投加量条件下混凝出水中未风化PE微塑料形态

    Figure  5.  Image of unweathered microplastics in coagulated effluent under different coagulant dosages

    图  6  不同混凝剂投加量条件下原水混凝过程中絮体粒径的变化

    Figure  6.  Change of floc particle size in different surface water coagulation processes under different coagulant dosages

    图  7  不同模拟地表水混凝过程中絮体生长速度的变化

    Figure  7.  Change of floc growth rate in different simulated surface water coagulation processes

    表  1  混凝出水中PE微塑料数量及去除率

    Table  1.   Quantity and removal rate of PE microplastics in coagulated water

    混凝剂投加量/
    (mg/L)
    未风化PE微塑料风化PE微塑料
    数量/个去除率/%数量/个去除率/%
    1556±35.90±1.3726±248.40±1.88
    2044±422.64±1.9122±055.86±2.65
    2538±236.70±2.5120±559.61±4.24
    3016±372.66±1.6511±280.13±1.31
    3546±623.30±2.9824±353.30±3.98
    下载: 导出CSV
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  • 收稿日期:  2022-01-12

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