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[1]巫晶晶,林建清,方宏达,等.活性炭和石英砂在UASB系统中的应用研究[J].集美大学学报(自然科学版),2011,16(3):187-191.
 WU Jing-jing,LIN Jian-qing,FANG Hong-da,et al.The Application of Activated Carbon and Quartz Sand to the UASB[J].Journal of Jimei University,2011,16(3):187-191.
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活性炭和石英砂在UASB系统中的应用研究(PDF)
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《集美大学学报(自然科学版)》[ISSN:1007-7405/CN:35-1186/N]

卷:
第16卷
期数:
2011年第3期
页码:
187-191
栏目:
水产科学与生物工程
出版日期:
2011-05-25

文章信息/Info

Title:
The Application of Activated Carbon and Quartz Sand to the UASB
作者:
巫晶晶12林建清12方宏达12叶鹭斌3程林洁1王怡宾1 林锦美12
(1.集美大学生物工程学院,福建 厦门 361021;2.集美大学环境工程研究所,福建 厦门 3610213.厦门翔鹭化纤股份有限公司公用部,福建 厦门 361026)
Author(s):
WU Jing-jing12 LIN Jian-qing12 FANG Hong-da12 YE Lu-bin3 CHENG Lin-jie1 WANG Yi-bin1LIN Jin-mei12
(1.School of Biotechnology Engineering,Jimei University,Xiamen 361021,China2.Environmental Engineering Institute,Jimei University,Xiamen 361021,China3.Utility Section of Xianglu Fibers(Xiamen)Co.,LtdXiamen 361026China)
关键词:
固定化载体UASB厌氧流化床活性炭石英砂
Keywords:
fixed carrierUASBanaerobic CFBactivated carbonquartz sand
分类号:
-
DOI:
-
文献标志码:
-
摘要:
?以活性炭和石英砂为微生物固定化材料,考察其在UASB系统中对COD的去除效果、体积负荷以及反应器的启动时间的影响,并与传统UASB反应器做了对比实验.结果表明:第1—40 d有机负荷为0.075~0.208 kg/m3;第1—10 d厌氧流化床未流化,UASB柱(R0)、活性炭柱(R1)、石英砂柱(R2)对COD的平均去除率分别为23.2 %、13.7 %和12.6 %;厌氧流化床流化后,第11—30 d对COD的平均去除率分别为43.6 %、68.6 %和51.9 %,第31—40 d对COD的平均去除率分别为76.3 %、92.5 %和92.3 %,第41—47 d负荷提升为0.300~0.833 kg/m3,R0反应器对废水COD的平均去除率稳步上升为88.2 %,R1反应器对COD的平均去除率达到95.0 %,R2反应器对COD的平均去除率为92.3 %;新型反应器的启动时间比传统UASB反应器缩短了10 d,启动时间缩短了29.4 %
Abstract:
Two fixed carriers(activated carbon and quartz sand)were selected to inspect their effects in the removal of COD and start-up time in the new anaerobic fluidized bed reactors,and were compared with the traditional UASB reactor(known as R0 reactor).The organic load was 0.075~0.208 kg/m3 during 1—40 days.Two fixed carriers?reactors(activated carbon reactor was R1 reactor and quartz sand reactor was R2 reactor)were not flowed during 1—10 days,and the average removal rates for COD were 23.2 %,13.7 % and 12.6 % in R0,R1,R2 reactors respectively.Then the R1,R2 reactors were flowed,and the average removal rate were 43.6 %,68.6 % and 51.9 % respectively in R0,R1,R2 reactors during 11—30 days.The average removal rate were 76.3 %,92.5 % and 92.3 % respectively in R0,R1,R2 reactors during 31—40 days.The load was upgraded to 0.300~0.833 kg/m3 from 41st day on,the average removal rates were 88.2 %,95.0 %,92.3 % respectively in R0,R1,R2 reactors.The results showed that the start-up time of R1 and R2 reactor was 10 days shorter than that of R0 reactor

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更新日期/Last Update: 2018-06-11