基于地铁车辆段径流污染特征的雨水调蓄池布局优化

Optimizing rainwater storage tank layout based on runoff pollution characteristics of a subway station

  • 摘要: 通过对北京市某地铁车辆段降雨径流事件监测,基于事件污染物平均质量浓度(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(\mathrmNH^+_4 -N)、总磷(TP)等的质量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.通过动态降水-径流模拟(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: In this study, rainfall runoff events are monitored in a subway depot in Beijing, by event mean concentration (EMC) and cumulative pollutant quality-cumulative runoff curve (M (v) curve). Significant differences were noted in suspended solids (SS), chemical oxygen demand (COD), ammonia nitrogen (\mathrmNH^+_4 -N) and total phosphorus (TP) concentrations in the runoff of different underlying surfaces of a subway car depot (P < 0.05). Initial erosion intensity of the drainage area dominated by building roof was stronger than that dominated by track. Based on SWMM model, parameters and spatial distribution of rainwater storage tank in the study area were adjusted. Further analysis showed that decentralized design of rainwater storage tank could further reduce drainage volume and improve water quality of the drainage and storage tank, thus reducing treatment difficulty and cost of rainwater reuse. These data can provide some reference for optimizing design of stormwater storage tank and improving control and utilization of stormwater.

     

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