BIAN Zhao-sheng,CAI Tian,DAI Hui-qi.Assessment and Treatment of Overflow Pollution Load in Combined Partition Drainage System[J].China Water & Wastewater,2020,36(21):115.
合流制分区排水系统溢流污染负荷评估与治理
- Title:
- Assessment and Treatment of Overflow Pollution Load in Combined Partition Drainage System
- 关键词:
- 合流制溢流污染; 分区排水系统; 调蓄池; MIKE URBAN
- Keywords:
- combined sewer overflow (CSO) pollution; partition drainage system; detention tank; MIKE URBAN
- 摘要:
- 以长沙市小西门排渍泵站服务片区为例,针对该片区合流制分区排水系统溢流污染问题,通过MIKE URBAN模型建立水质水量模型。根据小雨、中雨、大雨及暴雨等典型降雨对研究区进行场次污染特征分析,以2016年全年降雨对研究区进行连续模拟,得到全年溢流污染负荷。针对雨季溢流污染提出3种治理方案,得出高低区单独截污+提高截流倍数+调蓄池的治理方案最优,可使研究区的全年溢流次数降低至33次,COD、NH3-N、TP的溢流负荷削减率依次提高到52.81%、61.30%、64.59%。
- Abstract:
- Aiming at the overflow pollution problem of a combined partition drainage system in service area of Xiaoximen pump station in Changsha City, a water quality and quantity model was established by using MIKE URBAN.The event pollution characteristics of the study area were analyzed based on typical rainfall such as light rain, moderate rain, heavy rain and rainstorm, and the overflow pollution load in the whole year was obtained by continuous simulation of rainfall in 2016. Three measures for overflow pollution control in rainy season were proposed, and the optimal solution was single sewage interception in high and low areas, increase of interception ratio and setting detention tank, which could reduce the annual overflow times in the study area to 33 times, and increase the overflow load reduction rate of COD, NH3-N and TP to 52.81%, 61.30% and 64.59%, respectively.
相似文献/References:
[1]曾玉蛟.北京老城胡同平房区雨污分流改造研究[J].中国给水排水,2020,36(14):56.
ZENG Yu-jiao.Research on Rainwater and Sewage Diversion Transformation in the Hutong Cottage Area of Beijing Old Town[J].China Water & Wastewater,2020,36(21):56.
[2]马晶伟,林潇,施周,等.生物滤池/生物滞留池组合设施控制CSO污染的效果[J].中国给水排水,2021,37(19):131.
MA Jing-wei,LIN Xiao,SHI Zhou,et al.Control Effect of Combined Process of Biofilter and Bioretention Ponds on CSO Pollution[J].China Water & Wastewater,2021,37(21):131.
[3]谭志程,余健.基于数值模拟的新型合流制溢流调蓄池优化研究[J].中国给水排水,2021,37(23):114.
TAN Zhi-cheng,YU Jian.Optimization of a Novel Combined Sewer Overflow Storage Tank Based on Numerical Simulation[J].China Water & Wastewater,2021,37(21):114.
[4]孙巍,赵红兵.武汉市黄孝河合流制溢流强化处理设施工艺设计[J].中国给水排水,2022,38(10):101.
SUNWei,ZHAOHong-bing.Design of Wuhan Huangxiao River Combined Sewer Overflow Enhanced Treatment Facility[J].China Water & Wastewater,2022,38(21):101.
[5]张英,马晶晶,李璇,等.合流制溢流污染控制系统效能评估方法研究及应用[J].中国给水排水,2024,40(15):123.
ZHANGYing,MAJingjing,LIXuan,et al.Efficiency Assessment Method for Combined Sewer Overflow Pollution Control System and Its Application[J].China Water & Wastewater,2024,40(21):123.
[6]楚鑫鹏,刘军,苏进龙,等.间歇运行一级强化工艺用于处理合流制溢流污水[J].中国给水排水,2024,40(20):108.
CHUXin-peng,LIUJun,SUJin-long,et al.Application of Intermittent Primary Enhanced Process in Combined Sewer Overflow Wastewater Treatment[J].China Water & Wastewater,2024,40(21):108.