典型高混接率分流制排水泵站雨天放江污染特征研究
Characters of sewage discharge from typical separated drainage pump station during rainfall events
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摘要: 通过对上海市中心城区典型分流制系统Z泵站汛期降雨放江水质水量分析,在调查系统服务区特点、泵站运行和开展现场实测的基础上,得出如下结论:(1)由于管网系统混接情况严重,加上高水位运行、雨前预抽空等原因,Z泵站汛期放江频率高,污染严重;(2)放江污染物的EMC在不同雨型情况下表现不同,溶解性污染物随降雨量的增大而降低,而包含悬浮物的污染指标呈先升后降的变化趋势,这主要与管道沉积物特征有关;(3)随着降雨量的增大,泵站的放江负荷量显著增加。在同等降雨条件下,前峰雨使得泵站放江污染负荷远大于后峰雨;(4)受雨型与预抽空的影响,不论小雨、中雨、大雨, SS初期效应均不显著;COD与TP主要来源于管道沉积污染物,初期效应显著;溶解态污染物初期效应显著,不受降雨雨量与雨型的影响;(5)为有效降低Z泵站降雨放江污染负荷,提出包括雨污混接改造、优化泵站运行、提高截流能力、疏通管道等措施在内的污染控制策略。Abstract: The quantity and quality of sewage discharge from Z pump station of typical separated sewer system in central area of Shanghai was investigated and analyzed during rainy days. Basing on the drainage system characteristic, pump station operation and site monitoring, the paper drew the following conclusions.(1)The higher frequency sewage discharge from Z pump station was mainly caused by illicit connection of pipe network system, the high water level operation and pre-evacuation station before rainfall etc. (2)The pollutants EMCs were different in various types of rainfalls. Influenced by the sewer sediments, soluble organic pollutant concentration reduced with the increase of rainfall. However, particulate pollutant concentration increased first and then decreased. (3) Sewage discharge pollution loads increased significantly with the increase of rainfall. Under the same rainfall conditions, pollution loads during the rain before the peak were much greater than which during the rain after the peak. (4)Influenced by the rain type and pre-evacuation of station, first flush effect of SS was not significant in light rain, moderate rain or heavy rain, but that of COD and TP was significant, which were mainly from the sewer sediment pollutant. First flush effect of dissolved pollutants was significant, which was not influenced by the rainfall and the rain type. (5) Strategies are proposed to reduce the pollutant load, including pipe network system with illicit connection reconstruction, pumping station optimization, intercepting capacity improvement and pipe network system dredging and maintenance, etc.
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