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响水爆炸事故污水应急处理决策与实施效果分析

段丽杰 王健 魏健 王冠颖 宋永会

段丽杰,王健,魏健,等.响水爆炸事故污水应急处理决策与实施效果分析[J].环境工程技术学报,2022,12(6):1947-1955 doi: 10.12153/j.issn.1674-991X.20220388
引用本文: 段丽杰,王健,魏健,等.响水爆炸事故污水应急处理决策与实施效果分析[J].环境工程技术学报,2022,12(6):1947-1955 doi: 10.12153/j.issn.1674-991X.20220388
DUAN L J,WANG J,WEI J,et al.Decision-making and implementation effect analysis of wastewater emergency treatment of Xiangshui Explosion Accident[J].Journal of Environmental Engineering Technology,2022,12(6):1947-1955 doi: 10.12153/j.issn.1674-991X.20220388
Citation: DUAN L J,WANG J,WEI J,et al.Decision-making and implementation effect analysis of wastewater emergency treatment of Xiangshui Explosion Accident[J].Journal of Environmental Engineering Technology,2022,12(6):1947-1955 doi: 10.12153/j.issn.1674-991X.20220388

响水爆炸事故污水应急处理决策与实施效果分析

doi: 10.12153/j.issn.1674-991X.20220388
基金项目: 国家水体污染控制与治理科技重大专项(2017ZX07401-004)
详细信息
    作者简介:

    段丽杰(1989—),女,博士,主要从事水污染控制技术研究mianhuatang64@sina.cn

    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: X52

Decision-making and implementation effect analysis of wastewater emergency treatment of Xiangshui Explosion Accident

  • 摘要:

    响水爆炸事故发生后,爆炸中心区及周边河流水体受到不同程度的化学品污染,污水应急处理难度极大,如何科学有效地开展事故污水的应急处理是现场环境应急工作的重中之重。介绍了该次爆炸事故环境应急水质分析、目标制定、处理方案和工程实施方案制定等应急处理过程,总结分析了该爆炸事故污水应急处理处置的成效与经验。现场环境应急过程中发展和实践了化工园区突发环境事件污水“快速封堵—安全转移—妥善处置”的应急技术链条,科学制定了污水应急处理和工程实施方案,成功实现了爆炸区各类污水的应急处理,达到了“不发生次生环境灾害”和“不让一滴污水进入灌河”的应急目标,验证了现场应急决策的科学性和正确性。

     

  • 图  1  响水化工园区受污染水体分布

    Figure  1.  Distribution of polluted water bodies in Xiangshui chemical industry park

    图  2  爆炸事故污水应急处理方案

    Figure  2.  Emergency treatment scheme of wastewater from the explosion accident

    图  3  事故污水处理工艺流程

    Figure  3.  Process flow chart of accidental wastewater treatment

    图  4  污水处理厂累计进水量及每日进水量

    Figure  4.  Cumulative influent water volume and daily influent water volume of the wastewater treatment plant

    图  5  陈家港污水处理厂出水氨氮、COD、pH及苯浓度变化

    Figure  5.  Variation of effluent ammonia, COD, pH and benzene concentration from Chenjiagang wastewater treatment plant

    表  1  排放指标和排放标准

    Table  1.   Emission indicators and emission standards

    排放指标排放标准/(mg/L)排放指标排放标准/(mg/L)
    悬浮物70总磷0.5
    BOD520苯胺类0.5
    COD80硝基苯类2.0
    氨氮15三氯甲烷0.3
    甲苯0.1二氯甲烷0.2
    氯苯0.21,2-二氯乙烷0.3
    0.1
    下载: 导出CSV

    表  2  不同种类污水特征以及处理工艺

    Table  2.   Characteristics and treatment technology of different kinds of sewage

    污水种类水质特征水量/万m3处理工艺
    爆炸大坑污水强酸、高COD、高氨氮2.1活性炭好氧强曝气预处理+生物处理组合工艺
    事故厂区地面积水强酸、腐蚀性、高浓度有机污染物0.1石灰中和、收集转运
    重污染河水苯胺等高浓度有机污染物8.5芬顿氧化+活性炭吸附+生物处理工艺
    轻污染河水COD较高3.7污水处理厂
    微污染河水低浓度有机污染物14.3活性炭吸附
    下载: 导出CSV

    表  3  污染物削减量汇总

    Table  3.   Summary of pollutant reductions

    处理设施处理对象污水处理量/m3污染物削减量/kg
    COD氨氮苯胺类
    芬顿氧化预处理重污染河水116 26064 185.81 898.17 123.7
    强化生物活性炭预处理爆炸大坑污水20 58033 319.6209.46.1
    陈家港污水处理厂综合污水340 13368 564.56 763.2898.6
    合计166 069.98 870.78 028.4
    下载: 导出CSV
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  • 收稿日期:  2022-04-25
  • 网络出版日期:  2022-06-14

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