Meng Ying-ying, Feng Cang, Li Tian, Wang Ling
State Key Laboratory of Pollution Control and Resources Reuse, Tongji University, Shanghai 200092, China.
Huan Jing Ke Xue. 2009 Dec;30(12):3527-33.
Dry-weather flow quantity and quality of three representative separate storm sewer systems in Shanghai-H, G, N were studied. Based on survey of operating status of the pumping stations as well as characteristics of the drainage systems, it was obtained that the interception sewage volumes per unit area in the three systems were 3610 m3/(km2 x d), 1550 m3/(km2 x d), 2970 m3/(km2 x d) respectively; the sanitary wastewater included accounted for 25%, 85% and 71% respectively; the interception volume of H was mainly composed of infiltrated underground water, so the dry-weather flow pollution was slighter, and the interception volumes of G, N were both mainly composed of sanitary wastewater, so the dry-weather which were flow pollution was relatively serious. The water characteristics of potential illicit discharge sources of dry-weather which were flow-grey water, black water and underground water were preliminarily explored, so that treating three parameters-LAS/ NH4+ -N, NH4+ -N/K, Mg/K as tracer parameters of grey water, black water and underground water was put forward. Moreover, the water characteristics of grey water and sanitary wastewater including black water were summarized: the feature of grey water was LAS/NH4+ -N > 0.2, NH4+ -N/K <1, and sanitary wastewater was LAS/NH4+ -N < 0.2, NH4+ -N/K >1. Based on the above, the applications of flow chart method and CMBM method in dry-weather flow detection of monitored storm systems were preliminarily discussed, and the results were basically same as that obtained in flow quantity and quality comprehensive analysis. The research results and methods can provide guidance for analysis and diagnosis of dry-weather flow sources and subsequent reconstruction projects in similar separate storm sewer systems at home.
对上海具有代表性的3个分流制雨水系统——H、G、N系统的旱流流量及水质进行了研究。基于对泵站运行状况及排水系统特征的调查,得出3个系统单位面积截流污水量分别为3610立方米/(平方千米·天)、1550立方米/(平方千米·天)、2970立方米/(平方千米·天);其中所含生活污水分别占25%、85%、71%;H系统的截流量主要由地下水入渗组成,因此旱流污染较轻,G、N系统的截流量均主要由生活污水组成,因此旱流污染相对较重。初步探究了旱流潜在非法排放源——中水、黑水及地下水的水质特征,提出将LAS/NH₄⁺-N、NH₄⁺-N/K、Mg/K 3个参数作为中水、黑水及地下水的示踪参数。此外,总结了中水及含黑水的生活污水的水质特征:中水的特征为LAS/NH₄⁺-N>0.2,NH₄⁺-N/K<1,生活污水为LAS/NH₄⁺-N<0.2,NH₄⁺-N/K>1。基于此,初步探讨了流程图法及CMBM法在监测雨水系统旱流检测中的应用,结果与流量及水质综合分析基本一致。研究成果及方法可为国内类似分流制雨水系统旱流来源分析诊断及后续改造工程提供指导。