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Treatment of Polluted River Water Using a Combined Coagulation-Dynamic Membrane Process

机译:混凝-动态膜联合工艺处理污染河水

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A combined coagulation/ dynamic membrane process was investigated for treating polluted river water. Polyaluminum chloride (PAC) was selected as coagulant based on jar tests, and the optimal dose was 100 mg/L. Effluent turbidity was studied as the marker of a dynamic membrane formation, and the removal of chemical oxygen demand (COD), total phosphorus (TP) and total nitrogen (TN) were surveyed to evaluate the process performance. The formation time of the dynamic membrane varied depending on the different influent turbidity. The COD removal efficiency was above 65% after 10 min operation and 70% after 60 min operation. TP was effectively reduced to less than 0.7 mg/L after formation of a dynamic membrane. The TN removal efficiency was less than 20%, as nitrogen is not effectively removed by coagulation/filtration processes. The majority of pollutants removal was attributed to the chemical coagulation -flocculation and dynamic membrane filtration, but filamentous bacteria also play a role.
机译:研究了混凝/动态膜联合工艺处理受污染的河水。根据广口瓶试验选择聚氯化铝(PAC)作为混凝剂,最佳剂量为100 mg / L。研究了出水浊度作为动态膜形成的标志,并调查了化学需氧量(COD),总磷(TP)和总氮(TN)的去除以评估工艺性能。动态膜的形成时间根据进水浊度的不同而变化。操作10分钟后,COD去除效率高于65%,操作60分钟后,COD去除效率高于70%。形成动态膜后,总磷有效降低至低于0.7 mg / L。 TN去除效率低于20%,因为无法通过凝结/过滤过程有效去除氮。去除大多数污染物归因于化学混凝-絮凝和动态膜过滤,但丝状细菌也起作用。

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