首页|基于监测与模型的典型合流制排水系统溢流污染来源解析

基于监测与模型的典型合流制排水系统溢流污染来源解析

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以北京中心城区某典型合流制分区为研究区,开展自"地表—管网—排口"的全过程监测,基于MIKE URBAN软件构建数值模型,构建一套结合监测与模型的溢流污染解析方法,量化分析不同降雨量级下溢流污染来源.结果表明:管道沉积物、地表径流和生活污水对COD的贡献率分别为43.4%~53.9%、27.4%~27.5%和18.6%~29.2%.中雨流量峰值晚于浓度峰值,大雨反之;两场降雨溢流水质浓度峰值差异小于流量峰值.随着降雨量级及强度增加,地表径流和管道沉积物的污染负荷增加,后者增加量更大.管道沉积物是合流制溢流污染的主要来源,应优先对其进行控制.
Analysis on the source of overflow pollution of typical combined drainage system based on monitoring and model
Taking a typical combined flow system district in central URBAN area of Beijing as the research area,the whole process monitoring from"surface,pipe network and outlet"was car-ried out.A numerical model was constructed based on MIKE URBAN software,and a set of over-flow pollution analysis method combining monitoring and model was constructed to quantitatively analyze the sources of overflow pollution under different rainfall levels.The results show that:the contribution rates of pipeline sediment,surface runoff and daily sewage to COD are 43.4%—53.9%,27.4%—27.5%and 18.6%—29.2%,respectively.The peak of moderate rain flow is lat-er than the peak of concentration,and the reverse for heavy rain;The difference of the peak water concentration of the two rainfall overflows is smaller than the peak water flow.With the increase of rainfall level and intensity,the pollution load of surface runoff and pipeline sediment increases,and the latter increases more.Pipeline sediment is the main source of combined overflow pollution,and priority should be given to its control.

Combined systemOverflow pollutionMIKE URBANSource analysisSewer sediment

韩杰、于磊、蔡辉艺、严玉林、鞠琴、崔朝阳、加吾拉江·左尔丁

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河海大学水灾害防御全国重点实验室,南京 210098

北京市水科学技术研究院,北京 100048

北京师范大学水科学研究院,北京 100875

城市水循环与海绵城市技术北京市重点实验室,北京 100875

福州市规划设计研究院集团有限公司,福州 350108

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合流制 溢流污染 MIKE URBAN 来源解析 管道沉积物

北京市科技计划课题项目水灾害防御全国重点实验室专项经费水灾害防御全国重点实验室专项经费

Z211100004321008522012232523024812

2024

给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCD北大核心
影响因子:0.8
ISSN:1002-8471
年,卷(期):2024.50(4)