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上海中线2号污水泵站引水渠道和前池的试验研究
引用本文:赵毅山,朱立明,杨梅萍,韦鹤平.上海中线2号污水泵站引水渠道和前池的试验研究[J].同济大学学报(自然科学版),2001,29(11):1352-1356.
作者姓名:赵毅山  朱立明  杨梅萍  韦鹤平
作者单位:1. 同济大学工程力学与技术系,
2. 华东勘测设计研究院,
3. 同济大学环境科学与工程学院,
摘    要:对世界银行贷款项目--我国最大的污水治理工程污水治理二期工程中线2号污水泵站引水渠道及前汇进行了水力模型试验研究,在研究中采用清、浑水配水均匀性试验和设置压水板试验,并结合数模流场分析的方法,发现原污水泵站存在引水渠道水流流域不均匀,前池流态恶劣和泥沙淤积积严重,针对试验中的问题提出改进措施,措施效果理想,消除了前池不良流态,提高了泵站的工作效率。

关 键 词:污水泵站  水力模型  引水渠道  前池  上海  污水治理  配水均匀性试验  设置压水板试验
文章编号:0253-374X(2001)11-1352-05
修稿时间:2001年4月30日

Test Research of Diversion Water Channel and Front Tank of Number 2 Middle-line Sewage Pump Station in Shanghai
ZHAO Yi-shan,ZHU Li-ming,YANG Mei-ping ,WEI He-ping.Test Research of Diversion Water Channel and Front Tank of Number 2 Middle-line Sewage Pump Station in Shanghai[J].Journal of Tongji University(Natural Science),2001,29(11):1352-1356.
Authors:ZHAO Yi-shan  ZHU Li-ming  YANG Mei-ping  WEI He-ping
Institution:ZHAO Yi-shan,ZHU Li-ming,YANG Mei-ping 2,WEI He-ping 3
Abstract:Shanghai stage 2 sewage disposal scheme is the largest sewage disposal engineering in our conuntry so far.The writers studed the draw water channel and front tank of the Number 2 Middle-line sewage pump station with the physical model and the mathematical model.It is also found that there existed poor flowing state and heavily depositing in the original pre-pond design of number 2 middle-line pump station.Improving methods are pointed out,the optimized result is proposed.The poor flowing state and depositing are eliminated and pump station efficiency is high.
Keywords:pump station  hydraulic model  diversion water channel  front tank
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