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固体停留时间对HLB-MR反应器直接回收城市污水中有机物的影响
引用本文:万立国,林巧,张丽君,张文华,龙北生,任志敏.固体停留时间对HLB-MR反应器直接回收城市污水中有机物的影响[J].吉林大学学报(地球科学版),2020,50(1):243-251.
作者姓名:万立国  林巧  张丽君  张文华  龙北生  任志敏
作者单位:1. 长春工程学院水利与环境工程学院, 长春 130012;2. 吉林省城市污水处理重点实验室(长春工程学院), 长春 130012
基金项目:国家科技重大专项(2012ZX07202-009-01);吉林省自然科学基金项目(20180101317JC);吉林省省级产业创新专项资金项目(2019C055);吉林省重点科技攻关项目(20160204006SF);长春工程学院种子基金项目(320180027)
摘    要:为优化高负荷生物絮凝-膜反应器(HLB-MR)的工艺参数,提高其资源化城市污水的效能,采用平行对比实验,考察了不同固体停留时间(tSR)条件下反应器的有机物去除效率、生物絮凝效果、有机物回收效果和膜污染情况。结果表明:在tSR分别为0.2、0.6、1.0 d时,HLB-MR反应器有机物去除效率均在85%以上,其出水化学需氧量(COD)质量浓度均保持在30 mg/L左右;反应器内的生物絮凝效果随着tSR的延长而增强,其胶体COD絮凝效率从tSR为0.2 d时的66%增加到tSR为1.0 d时的95%,与此同时,有机物的矿化损失率也逐渐增加,从tSR为0.2 d时的6.9%增加到tSR为1.0 d时的10.5%,总COD的回收率逐渐降低;反应器内浓缩液的膜污染潜势随着tSR的延长逐渐缓解,这与较长tSR条件下反应器内胞外聚合物(EPS)产量较高、生物絮凝效果较好、微细颗粒(0~1 μm)的颗粒浓度较低有关。经过综合对比分析,0.6 d为反应器较优的tSR参数,在该条件下,胶体COD的絮凝效率高达90%,膜污染程度较轻;总COD的矿化损失率低至7.4%,总COD的回收率(忽略膜清洗时有机物损失)可高达80%以上。

关 键 词:城市污水  固体停留时间  生物絮凝  膜反应器  有机物回收  膜污染  
收稿时间:2018-10-25

Effects of Solid Retention Time on Organic Matter Recovery Directly from Municipal Wastewater by High Loaded Bioflocculation Membrane Reactor
Wan Liguo,Lin Qiao,Zhang Lijun,Zhang Wenhua,Long Beisheng,Ren Zhimin.Effects of Solid Retention Time on Organic Matter Recovery Directly from Municipal Wastewater by High Loaded Bioflocculation Membrane Reactor[J].Journal of Jilin Unviersity:Earth Science Edition,2020,50(1):243-251.
Authors:Wan Liguo  Lin Qiao  Zhang Lijun  Zhang Wenhua  Long Beisheng  Ren Zhimin
Institution:1. School of Water Conservancy&Environment Engineering, Changchun Institute of Technology, Changchun 130012, China;2. Jilin Provincial Key Laboratory of Municipal Wastewater Treatment(Changchun Institute of Technology), Changchun 130012, China
Abstract:In order to optimize the process parameter of high loaded bioflocculation-membrane reactor (HLB-MR) and improve its efficiency of recovering organics in municipal wastewater, the organics removal, bioflocculation, organics recovery, and membrane fouling of the reactor were investigated under different solid retention time (tSR) in parallel. When the HLB-MR operated at tSR of 0.2, 0.6, and 1.0 d respectively, all the efficiencies of organics removal reached above 85% and the chemical oxygen demands (COD) of permeate were all stable at around 30 mg/L. The bioflocculation effect was enhanced with the extension of tSR, and the flocculation efficiency of colloid COD increased from 66% when tSR was 0.2 d to 95% when tSR was 1.0 d. The mineralization loss rate of organics increased gradually from 6.9% when tSR was 0.2 d to 10.5% when tSR was 1.0 d, while the recovery rate of total COD decreased gradually. The membrane fouling potential of the concentrate in the reactor was gradually alleviated with the extension of tSR, which was related to higher EPS yield, better bioflocculation effect and lower particle fraction of fine particles (0-1 μm) under a longer tSR in the reactor. Compared with 0.2 d and 1.0 d, 0.6 d was considered to be optimal tSR of the HLB-MR from a comprehensive perspective. Under this condition, the flocculation efficiency of COD was up to 90%, the membrane fouling was relatively light, the total COD loss rate was as low as 7.4%, and the recovery rate of total COD could be as high as 80% if the loss of organic matter was ignored during the membrane cleaning.
Keywords:municipal wastewater  solid retention time  bioflocculation  membrane reactor  organics recovery  membrane fouling  
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