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昆明主城合流污水调蓄池截污效能模拟

徐晓梅 黎巍 何佳 张丽平 王丽 李森 郑莲琴

徐晓梅, 黎巍, 何佳, 张丽平, 王丽, 李森, 郑莲琴. 昆明主城合流污水调蓄池截污效能模拟[J]. 环境科学研究, 2012, 25(10): 1180-1186.
引用本文: 徐晓梅, 黎巍, 何佳, 张丽平, 王丽, 李森, 郑莲琴. 昆明主城合流污水调蓄池截污效能模拟[J]. 环境科学研究, 2012, 25(10): 1180-1186.
XU Xiao-mei, LI Wei, HE Jia, ZHANG Li-ping, WANG Li, LI Sen, ZHENG Lian-qin. Simulation Study on the Interception Efficiency of Rainwater Storage Tanks in Kunming[J]. Research of Environmental Sciences, 2012, 25(10): 1180-1186.
Citation: XU Xiao-mei, LI Wei, HE Jia, ZHANG Li-ping, WANG Li, LI Sen, ZHENG Lian-qin. Simulation Study on the Interception Efficiency of Rainwater Storage Tanks in Kunming[J]. Research of Environmental Sciences, 2012, 25(10): 1180-1186.

昆明主城合流污水调蓄池截污效能模拟

基金项目: 国家水体污染控制与治理科技重大专项(2008ZX07526-003)国家水体污染控制与治理科技重大专项(2008ZX07102-002)

Simulation Study on the Interception Efficiency of Rainwater Storage Tanks in Kunming

  • 摘要: 为评估昆明市计划首批建设二环路内16座合流污水调蓄池(规模为21.3×104 m3)的环境效益,采用构建降雨径流管理模型(SWMM)模拟调蓄池的运行情况,对其截污效能进行分析. 结果表明,2008年的113场降雨中,调蓄池共截流污水量1 868.73×104 m3,CODCr、TN、TP污染负荷的截流量分别为5 195.28、810.76、68.78 t,污水截流量占合流污水溢流量的11.18%. 昆明主城调蓄池是在充分利用和衔接已建、在建的排水管网收集系统和污水处理设施的基础上设计的,调蓄池效能受既定配套条件、场地、降雨特征等的多重影响,建议加大调蓄池和污水处理厂的联动性,并采取集中调蓄截流为主、分散式面源治理为辅的策略,综合防治初期雨水径流污染和合流污水溢流污染.

     

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出版历程
  • 收稿日期:  2012-02-28
  • 修回日期:  2012-07-02
  • 刊出日期:  2012-10-25

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