沉淀
合流下水道
环境科学
水力停留时间
凝结
温莎
环境工程
废水
雨水
地表径流
土壤科学
生态学
精神科
生物
心理学
作者
Jian Guo Li,Harold Horneck,David Averill,J. Alex McCorquodale,Nihar Biswas
标识
DOI:10.2166/wqrj.2004.056
摘要
Abstract Experimental investigations were conducted to evaluate the effectiveness of a retention treatment basin (RTB) with polymer coagulation for the treatment of combined sewer overflows (CSO) at high hydraulic loading rates. The TSS removal efficiency of the pilot-scale RTB at a surface overflow rate (SOR) of 11 m/h was approximately 35% without chemical addition, and 80% with a polymer dosage range of 5 to 10 milligrams per gram of influent TSS. The results demonstrated that the use of polymer coagulation significantly improved TSS removal and allowed the SOR in the RTB to be significantly increased, resulting in smaller treatment units. An empirical relationship was established to estimate removal efficiencies as a function of overflow rate. The results also compared settling characteristics of CSO, obtained from long column tests, to removal efficiencies in the high-rate RTB.
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