Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process
碩士 === 大葉大學 === 環境工程學系碩士班 === 102 === Activated sludge treatment plant ordinarily receives wastewater that contains biogenic organic as the main pollutant. The plant may have the times when the influent contains persistent xenobiotic compound, which will bring failure to the plant. This study simula...
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ndltd-TW-102DYU005150062016-08-03T04:09:24Z http://ndltd.ncl.edu.tw/handle/51794872470436805153 Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process 生物添加對連續流活性污泥受難分解有機物之衝擊效果 LIN,KUEI-YEN 林奎延 碩士 大葉大學 環境工程學系碩士班 102 Activated sludge treatment plant ordinarily receives wastewater that contains biogenic organic as the main pollutant. The plant may have the times when the influent contains persistent xenobiotic compound, which will bring failure to the plant. This study simulated the shock recovery of xenobiotic shock with the use of bioaugmentation. The lab-scale activated sludge system was operated at mean-cell-residence-time of 10d and hydraulic residence time of 8 hr until steady state. After which a xenobiotic shock input of 2,4-D was applied to a control and a system augmented with activated sludge previously acclimated to 2,4-D. Test results showed that; (1), un-augmented system was unable to treat the shock influent of 2,4-D, but had to wait until the pulse input had diluted out; (2) the augmented system showed degradation reaction by acclimated activated sludge, which very much shortened recovery time. CHANG,YU-MING 張玉明 2014 學位論文 ; thesis 63 zh-TW |
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碩士 === 大葉大學 === 環境工程學系碩士班 === 102 === Activated sludge treatment plant ordinarily receives wastewater that contains
biogenic organic as the main pollutant. The plant may have the times when the
influent contains persistent xenobiotic compound, which will bring failure to the plant.
This study simulated the shock recovery of xenobiotic shock with the use of
bioaugmentation. The lab-scale activated sludge system was operated at
mean-cell-residence-time of 10d and hydraulic residence time of 8 hr until steady state.
After which a xenobiotic shock input of 2,4-D was applied to a control and a system
augmented with activated sludge previously acclimated to 2,4-D. Test results showed
that; (1), un-augmented system was unable to treat the shock influent of 2,4-D,
but had to wait until the pulse input had diluted out; (2) the augmented system showed
degradation reaction by acclimated activated sludge, which very much shortened
recovery time.
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author2 |
CHANG,YU-MING |
author_facet |
CHANG,YU-MING LIN,KUEI-YEN 林奎延 |
author |
LIN,KUEI-YEN 林奎延 |
spellingShingle |
LIN,KUEI-YEN 林奎延 Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
author_sort |
LIN,KUEI-YEN |
title |
Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
title_short |
Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
title_full |
Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
title_fullStr |
Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
title_full_unstemmed |
Benefits of Bioaugmentation during Xenobiotic Shock-Loading of Activated Sludge Process |
title_sort |
benefits of bioaugmentation during xenobiotic shock-loading of activated sludge process |
publishDate |
2014 |
url |
http://ndltd.ncl.edu.tw/handle/51794872470436805153 |
work_keys_str_mv |
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