屈沛臻, 王力勇, 张志伟, 聂金池, 李全才, 吴彬, 刘学志, 李应龙. 基于地铁车辆段径流污染特征的雨水调蓄池布局优化*[J]. 北京师范大学学报(自然科学版). DOI: 10.12202/j.0476-0301.2024084
引用本文: 屈沛臻, 王力勇, 张志伟, 聂金池, 李全才, 吴彬, 刘学志, 李应龙. 基于地铁车辆段径流污染特征的雨水调蓄池布局优化*[J]. 北京师范大学学报(自然科学版). DOI: 10.12202/j.0476-0301.2024084
QU Peizhen, WANG Liyong, ZHANG Zhiwei, NIE Jinchi, LI Quancai, WU Bin, LIU Xuezhi, LI Yinglong. Optimization of rainwater storage tank layout based on the runoff pollution characteristics of a Subway Station[J]. Journal of Beijing Normal University(Natural Science). DOI: 10.12202/j.0476-0301.2024084
Citation: QU Peizhen, WANG Liyong, ZHANG Zhiwei, NIE Jinchi, LI Quancai, WU Bin, LIU Xuezhi, LI Yinglong. Optimization of rainwater storage tank layout based on the runoff pollution characteristics of a Subway Station[J]. Journal of Beijing Normal University(Natural Science). DOI: 10.12202/j.0476-0301.2024084

基于地铁车辆段径流污染特征的雨水调蓄池布局优化*

Optimization of rainwater storage tank layout based on the runoff pollution characteristics of a Subway Station

  • 摘要: 本研究通过对北京市某地铁车辆段降雨径流事件监测,基于事件平均浓度(EMC)和累积污染物质量-累积径流量曲线(M(v)曲线),得到地铁车辆段不同下垫面径流中悬浮固体(SS)、化学需氧量(COD)、氨氮(NH4+-N)、总磷(TP)浓度及其变化规律均存在显著差异(p<0.05),且下垫面以建筑屋面为主的排水分区初期冲刷强度强于以轨道为主的排水分区.通过SWMM模型,调整研究区雨水调蓄池参数和空间分布,进一步分析得到分散设计雨水调蓄池可进一步削减排口水量、提升排口及调蓄池水质,从而降低雨水回用的处理难度及成本.研究成果可为优化车辆段雨水调蓄池设计、提高雨水控制利用提供参考.

     

    Abstract: This study monitors rainfall runoff events in a subway depot in Beijing, and based on event mean concentration (EMC) and cumulative pollutant quality-cumulative runoff curve (M (v) curve), The results showed that there were significant differences in the concentrations of suspended solids (SS), chemical oxygen demand (COD), ammonia nitrogen (NH4+-N) and total phosphorus (TP) in runoff of different underlying surfaces of subway car depot (p<0.05). The initial erosion intensity of the drainage area dominated by building roof was stronger than that dominated by track. Based on SWMM model, the parameters and spatial distribution of rainwater storage tank in the study area were adjusted, and further analysis showed that the decentralized design of rainwater storage tank could further reduce the drainage volume and improve the water quality of the drainage and storage tank, thus reducing the treatment difficulty and cost of rainwater reuse. The research results can provide reference for optimizing the design of stormwater storage tank and improving the control and utilization of stormwater.

     

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