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强化混凝-吸附预处理生活污水
引用本文:王忺, 金正宇, 宫徽, 崔康平, 王凯军. 强化混凝-吸附预处理生活污水[J]. 环境工程学报, 2015, 9(3): 1015-1020. doi: 10.12030/j.cjee.20150304
作者姓名:王忺  金正宇  宫徽  崔康平  王凯军
作者单位:1. 合肥工业大学资源与环境工程学院, 合肥 230009; 2. 清华大学环境学院, 环境模拟与污染控制国家重点联合实验室, 北京 100084
基金项目:国家水体污染控制与治理科技重大专项(2012ZX07205-002,2012ZX07205-001);国家高技术研究发展计划(863)项目(2011AA06090102)
摘    要:采用混凝/吸附复配的方式对生活污水进行了浓缩预处理。通过对有机物去除率和混合絮体沉降性能的考察,优选出最佳混凝剂聚合氯化铝和最佳吸附剂粉末活性炭,其最优投加量分别为60 mg/L和40 mg/L。在此复配条件下,COD去除率由单独投加混凝剂时的62%提高到73%,浊度去除率由88%提高到93%。同时利用分子量分级实验进一步阐述了混凝/吸附复配过程提升污水浓缩效果的机制。在机械加速澄清池连续实验中,在原水COD 300~500 mg/L、浊度130~360 NTU的水质条件下,出水COD稳定在70~86 mg/L之间,去除率达80%以上,出水浊度稳定在10 NTU以下。

关 键 词:污水预浓缩   混凝/吸附复配   机械加速澄清池
收稿时间:2014-02-18

Pretreatment of sewage by hybrid coagulation-adsorption process
Wang Xian, Jin Zhengyu, Gong Hui, Cui Kangping, Wang Kaijun. Pretreatment of sewage by hybrid coagulation-adsorption process[J]. Chinese Journal of Environmental Engineering, 2015, 9(3): 1015-1020. doi: 10.12030/j.cjee.20150304
Authors:Wang Xian    Jin Zhengyu    Gong Hui    Cui Kangping    Wang Kaijun
Affiliation:1. School of Resources and Environment, Hefei University of Technology, Hefei 230009, China; 2. State Key Joint Laboratory of Environment Simulation and Pollution Control, School of Environment, Tsinghua University, Beijing 100084, China
Abstract:The performance of hybrid coagulation-adsorption process on sewage pre-concentration was investigated. Among three kinds of coagulants and two kinds of adsorbents chosen for this study, poly-aluminum chloride(PAC) and powdered activated carbon, as the optimal coagulant and adsorbent, showed best performance in organic matter removal and mixed floc settleability. With the optimum PAC concentration of 60 mg/L and the optimum powdered activated carbon concentration of 40 mg/L, the COD removal rate rose from 62% to 73%, along with the turbidity from 88% to 93%. Through the COD fractionation test, the specific function of coagulation and adsorption was also explained respectively. After the continuous experiment in mechanically accelerated clarifiers, it could be found that the COD removal rate stayed stably above 80% with the COD concentration of effluent around 70~86 mg/L, with the influent COD of 300~500 mg/L and turbidty of 130~360 NTU. The turbidity was less than 10 NTU during the whole testing period.
Keywords:sewage concentrating  compounds of coagulation and adsorption  mechanically accelerated clarifiers
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