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水处理用絮凝剂对发光细菌的联合毒性研究

范雪滢 许玉洁 吴欣颖 徐志锐 梁嘉慧 林健辉 梅承芳

范雪滢,许玉洁,吴欣颖,等.水处理用絮凝剂对发光细菌的联合毒性研究[J].环境工程技术学报,2024,14(3):933-940 doi: 10.12153/j.issn.1674-991X.20230687
引用本文: 范雪滢,许玉洁,吴欣颖,等.水处理用絮凝剂对发光细菌的联合毒性研究[J].环境工程技术学报,2024,14(3):933-940 doi: 10.12153/j.issn.1674-991X.20230687
FAN X Y,XU Y J,WU X Y,et al.Study on the joint toxicity of flocculants used in water treatment on luminescent bacteria[J].Journal of Environmental Engineering Technology,2024,14(3):933-940 doi: 10.12153/j.issn.1674-991X.20230687
Citation: FAN X Y,XU Y J,WU X Y,et al.Study on the joint toxicity of flocculants used in water treatment on luminescent bacteria[J].Journal of Environmental Engineering Technology,2024,14(3):933-940 doi: 10.12153/j.issn.1674-991X.20230687

水处理用絮凝剂对发光细菌的联合毒性研究

doi: 10.12153/j.issn.1674-991X.20230687
基金项目: 广东省科学院打造综合产业技术创新中心行动资金资助项目(2022GDASZH-2022010105)
详细信息
    作者简介:

    范雪滢(1990—),女,高级工程师,主要从事环境监测、生态毒理和农业生态研究,fanxy@gddcm.com

    通讯作者:

    梅承芳(1979—),女,正高级工程师,主要从事生态毒理和环境风险评估研究,meichf@gdim.cn

  • 中图分类号: X826

Study on the joint toxicity of flocculants used in water treatment on luminescent bacteria

  • 摘要:

    随着絮凝剂在污水污泥处理过程的广泛使用,其残留在水处理系统中可能存在的单一或联合毒性效应日益受到关注。以聚合硫酸铁(PFS)、聚合氯化铝(PAC)和聚丙烯酰胺(PAM)为研究对象,通过发光细菌单一毒性和联合毒性试验探讨其可能造成的毒性效应。结果表明:1)对于单一毒性效应,PFS、PAC和PAM对发光细菌抑制效应的半数效应浓度(EC50)分别为29.41、71.82和1 072.64 mg/L,毒性效应大小为PFS>PAC>PAM。2)对于二元絮凝剂联合毒性效应,PFS-PAM在毒性比为1∶1混合时具有协同作用,而PAC-PAM在毒性比为1∶3和3∶1混合时均存在拮抗作用。3)采用浓度加和(CA)和独立作用(IA)模型对联合毒性进行预测,PFS-PAM组合实测值与CA模型的预测值相近,而PFS-PAC和PAC-PAM组合实测值与IA模型预测结果相近。4)三维偏差响应面结果显示,试验观测值与CA模型预测值的偏差(dCA)和试验观测值与IA模型预测值的偏差(dIA)会随着絮凝剂浓度变化而变化,CA模型在PFS和PAC浓度较高时拟合程度较好,而对于PAC-PAM体系,IA模型的拟合程度较CA模型好。研究发现,PFS和PAC对发光细菌的毒性效应较强,PFS与PAM混合使用可能会增加毒性效应,对水处理系统中的微生物造成环境风险。

     

  • 图  1  二元絮凝剂浓度-效应曲线和CA、IA模型预测曲线

    Figure  1.  Concentration-response curves of binary flocculants and the prediction curves of CA and IA model

    图  2  二元絮凝剂与CA和IA模型的三维偏差响应面

    Figure  2.  Three-dimension deviation response surface of CA and IA models for binary flocculants

    表  1  单一絮凝剂含量对发光细菌的浓度-效应拟合参数和毒性数据

    Table  1.   Fitting parameters of concentration-effect and toxicity data of single flocculants concentration on luminescent bacteria

    絮凝剂A1A2ekR2EC50/(mg/L)95%置信限/(mg/L)
    PFS9.65100.1431.513.1380.975 629.4125.59,32.43
    PAC−57.7998.9657.683.5990.998 371.8270.72,72.52
    PAM4.0696.161073.476.1120.980 51 072.641 033.83,1 112.31
    下载: 导出CSV

    表  2  废水急性毒性分级

    Table  2.   Acute toxicity classes of wastewater

    毒性单位范围分级
    <0.4无毒
    0.4~1微毒
    1~10中毒
    10~100重毒
    >100剧毒
    下载: 导出CSV

    表  3  二元絮凝剂含量对发光细菌的浓度-效应拟合参数和毒性数据

    Table  3.   Fitting parameters of concentration-effect and toxicity data of binary flocculants concentration on luminescent bacteria

    絮凝剂组合 毒性比 A1 A2 x0 p R2 EC50/(mg/L) 95%置信限/(mg/L)
    PFS-PAC 1∶1 4.21 101.74 79.10 8.347 0.995 6 77.95 77.17,78.66
    1∶3 2.82 92.20 81.42 8.128 0.991 9 82.54 78.95,85.57
    3∶1 4.14 92.12 51.71 6.263 0.991 5 52.42 50.59,54.34
    PFS-PAM 1∶1 15.51 99.54 577.98 4.087 0.990 1 528.98 500.18,553.66
    1∶3 16.03 100.35 901.40 3.778 0.995 9 812.21 785.04,840.49
    3∶1 1.343 102.82 361.42 3.520 0.998 3 353.10 347.46,358.94
    PAC-PAM 1∶1 −0.568 83.75 849.26 9.058 0.992 1 888.02 876.64,900.07
    1∶3 −0.620 104.75 1176.02 2.829 0.997 6 1 143.87 1 108.72,1 179.67
    3∶1 0.919 93.92 467.61 6.755 0.996 4 475.37 464.37,485.21
    下载: 导出CSV

    表  4  不同评价方法的联合作用类型判断标准

    Table  4.   Criteria for types of joint effects using different evaluation methods

    TU MTI 作用类型
    TU<1 MTI>1 协同作用
    TU=1 MTI=1 简单相加作用
    1<TU<M0 0<MTI<1 部分相加作用
    TU=M0 MTI=0 独立作用
    TU>M0 MTI<0 拮抗作用
    下载: 导出CSV

    表  5  二元絮凝剂联合作用评价

    Table  5.   Evaluation of joint effects on binary flocculants

    絮凝剂组合 毒性比 TU法 MTI法
    TU M0 联合作用 MTI 联合作用
    PFS-PAC 1∶1 1.5 2.0 部分相加作用 0.38 部分相加作用
    1∶3 1.3 1.3 独立作用 0 独立作用
    3∶1 1.3 1.3 独立作用 0 独立作用
    PFS-PAM 1∶1 0.96 2.0 协同作用 1.10 协同作用
    1∶3 1.0 1.3 简单相加作用 1.00 简单相加作用
    3∶1 1.2 1.3 部分相加作用 0.31 部分相加作用
    PAC-PAM 1∶1 1.6 2.0 部分相加作用 0.36 部分相加作用
    1∶3 1.4 1.3 拮抗作用 −0.16 拮抗作用
    3∶1 1.5 1.3 拮抗作用 −0.36 拮抗作用
    下载: 导出CSV
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  • 收稿日期:  2023-09-21
  • 录用日期:  2024-01-31
  • 修回日期:  2024-01-07

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