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响水化工园区爆炸事故爆坑污水应急处理技术研发与工程实践

王冠颖 魏健 郭壮 张新怡 宋永会

王冠颖,魏健,郭壮,等.响水化工园区爆炸事故爆坑污水应急处理技术研发与工程实践[J].环境工程技术学报,2022,12(6):1956-1962 doi: 10.12153/j.issn.1674-991X.20220269
引用本文: 王冠颖,魏健,郭壮,等.响水化工园区爆炸事故爆坑污水应急处理技术研发与工程实践[J].环境工程技术学报,2022,12(6):1956-1962 doi: 10.12153/j.issn.1674-991X.20220269
WANG G Y,WEI J,GUO Z,et al.Technology development and engineering practice for emergency treatment of explosion pit wastewater in Xiangshui Chemical Industry Park explosion accident[J].Journal of Environmental Engineering Technology,2022,12(6):1956-1962 doi: 10.12153/j.issn.1674-991X.20220269
Citation: WANG G Y,WEI J,GUO Z,et al.Technology development and engineering practice for emergency treatment of explosion pit wastewater in Xiangshui Chemical Industry Park explosion accident[J].Journal of Environmental Engineering Technology,2022,12(6):1956-1962 doi: 10.12153/j.issn.1674-991X.20220269

响水化工园区爆炸事故爆坑污水应急处理技术研发与工程实践

doi: 10.12153/j.issn.1674-991X.20220269
基金项目: 国家水体污染控制与治理科技重大专项(2017ZX07401-004),中央级公益性科研院所基本科研业务专项(2019YSKY-009)
详细信息
    作者简介:

    王冠颖(1992—),女,博士研究生,主要从事水污染治理研究,wanggy320@163.com

    通讯作者:

    魏健(1983—),男,副研究员,博士,主要从事水污染控制技术研究,weijian0911@163.com

    宋永会(1967—),男,研究员,博士,主要从事水污染控制与流域治理技术研究,songyh@craes.org.cn

  • 中图分类号: X703

Technology development and engineering practice for emergency treatment of explosion pit wastewater in Xiangshui Chemical Industry Park explosion accident

  • 摘要:

    化工园区突发环境污染事故产生的污水具有污染物浓度高、毒性大、成分复杂、应急处理难度大等特点,对生态环境危害严重,且社会影响较大。针对响水化工园区爆炸事故爆坑污水应急处理需求,开展了污水水质分析、处理工艺筛选、小试试验验证以及工程实施成效研究。小试试验显示,采用活性炭-活性污泥(AC-AS)工艺对爆坑污水进行强化预处理,可大幅降低污水中污染物浓度,总有机碳和氨氮去除率达96.9%和65.7%,预处理后出水满足后续陈家港污水处理厂进水要求。工程运行结果显示,经AC-AS工艺预处理和陈家港污水处理厂处理后,出水COD、氨氮及其他污染物指标均满足污水处理厂执行的DB 32/939—2006《江苏省化学工业主要水污染物排放标准》和GB 31571—2015《石油化学工业污染物排放标准》,爆坑污水应急处理工程对COD、氨氮、苯胺累计削减量分别为33 319.6、209.4和6.2 kg。爆坑污水经陈家港污水处理厂达标处理排放后,受纳水体下游水质未出现异常,水环境未受到明显影响。此次污水处理案例表明,AC-AS工艺对该类事故污水具有较好的处理效果。

     

  • 图  1  不同工艺小试处理效果

    Figure  1.  Bench-scale treatment effects of different processes

    图  2  AC-AS工艺应急工程布局

    Figure  2.  Emergency engineering layout of activated carbon-activated sludge process

    图  3  陈家港污水处理厂运行水质指标

    Figure  3.  Operating water indexes in Chenjiagang wastewater treatment plant

    图  4  受纳水体水质指标监测结果

    Figure  4.  Monitoring results of water quality indicators in receiving water body

    表  1  受污染水量估算及水质指标

    Table  1.   Estimation of polluted water quantity and water quality indexes

    受污染水体pHCOD/(mg/L)氨氮浓度/(mg/L)苯胺类浓度/(mg/L)水质特征预估水量/万m3
    爆坑污水9.1~12.51 300~3 00050.0~90.0高COD、高氨氮2.1
    厂区地面积水<1.01 080~55 500112.0~323.0强酸性、高COD、高氨氮0.1
    三排河6.163410.0~15.050.0~80.0高COD、高苯胺2.8
    新丰河重污染段7.3300~38010.06.0~20.0较高COD、高苯胺2.2
    新丰河轻污染段7.2793.10.9轻度污染2.2
    新民支渠7.04687.80.9高COD3.5
    新农河8.2932.5轻度污染0.7
    四排河6.0~9.064~3153.2~39.00~13.1轻度污染0.8
    新民河6.0~9.023~1140.02~1.50~0.08微污染14.3
    总计28.7
    下载: 导出CSV

    表  2  爆坑污水处理运行参数

    Table  2.   Operational parameters for wastewater treatment of explosion pit

    指标工程参数
    处理水量/m320580
    进水TOC浓度/(mg/L)<500.0
    进水氨氮浓度/(mg/L)<40.0
    pH7.0~9.0
    营养物质COD∶P100∶1
    活性炭投加量/(mg/L)1 000
    活性污泥浓度/(mg/L)3 000 ~4 000
    下载: 导出CSV
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  • 收稿日期:  2022-03-22
  • 网络出版日期:  2022-11-25

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