絮凝法预处理高浓度垃圾渗滤液的实验研究  

Experiment on pretreatment of high strength landfill leachate with coagulation-flocculation

作　　者：兴虹[1] 胡筱敏[1] 刘梅英[1] 

机构地区：[1]东北大学资源与土木工程学院

出　　处：《安全与环境学报》2005年第4期36-38,共3页Journal of Safety and Environment

摘　　要：在用絮凝法对CODCr高达19200～22500mg·L-1的垃圾渗滤液进行预处理当中,以垃圾渗滤液的CODCr去除率为考察指标,通过不同混凝剂对CODCr去除效果的比较,确定了最佳混凝剂。通过单因素实验和正交实验确定了最佳混凝剂用量以及最佳反应条件。研究结果表明,采用自制聚合氯化铁絮凝剂在投药比为1000∶3,pH值为10.5左右,搅拌时间为5.0min,沉降时间为20min时,能够使垃圾渗滤液的CODCr去除率达到64%以上,减轻了下一步生物处理的负荷。This paper aims to introduce the author＇s experiment with an optimum type coagulant and reactive conditions during the period of pre-treating high strength landfill leachate （CODcr = 19200 ～ 22500 mg·L^-1 ）. The experimental leachate samples were collected at a landfill site near Shenyang. First we added lime dosages （5% calcium hydroxide） in the samples as a method to adjust pH. Next, we fed coagulant into the samples by stirring the sample at the same time for 5.0min. Then we put some PAM into the above samples. And, finally, calculate the CODcr removing efficiency after sediment of the sample in 20min while watching the CODcr of the upper water of the sample. In the process of adding the different coagulants into the same CODcr samples in changing pH, the data of the removal CODcr efficiency shows that the poIyferric chloride coagulant which is made in our laboratory is the optimum coagulant to remove CODcr under the condition of about pH 10.5. The experiment results show that the removing CODcr efficiency has reached 64% under the optimum conditions： the adding coagulant rate 1000：3, pH being about 10.5, slowly stirring time being about 5.0 min, and the sedimentation time being 20 min. Landfill leachate, although small in volume, is extremely high in pollution capacity. The effect of leachate on groundwater can be severe. In addition, the coagulation-flocculation method can be used as a preliminary process in the treatment of landfill lcachate. During coagulation the chemical reactions that take place in rapid mixing form precipitates. Flocculation is a contacting process which may bring the precipitates into contact with one another so that they can agglomerate and form larger particles. Thus, it can be concluded that the pretreatment of high strength CODcr landfill leachate with the polyferric chloride proves to be favorable for heightening the CODcr removing efficiency and preventing excessive loads on the next biological-treatment process.

关 键 词：环境工程 化学絮凝 CODCR 垃圾渗滤液 聚合氯化铁 

分 类 号：X52[环境科学与工程—环境工程]