| 酒精废水厌氧生物处理工程 |
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| 引用本文： | 韩彪,王启明,郑广林.酒精废水厌氧生物处理工程[J].广西科学院学报,2010,26(2):159-161. |
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| 作者姓名： | 韩彪 王启明 郑广林 |
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| 作者单位： | 广西环境保护科学研究院,广西南宁,530022 |
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| 摘 要： | 采用上流式厌氧污泥床(UASB)反应器对糖蜜酒精废水进行厌氧生物处理。UASB反应器接种污泥采用厌氧污泥,反应器启动后,当污泥粒径增大成1mm的颗粒污泥后,能在较短的时间内快速提升负荷,缩短启动所需的时间。达到设计负荷后,UASB出水COD降低至8000mg/L,pH值在7.1左右,处理效率达82%。
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| 关 键 词： | 废水 厌氧处理 上流式厌氧污泥床（UASB） 颗粒污泥 |
| 收稿时间： | 2010/3/12 0:00:00 |
| 修稿时间： | 2010/4/18 0:00:00 |
The Engineering of Anaerobic Treatment for Alcohol Production Wastewater |
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| HAN Biao,WANG Qi-ming and ZHENG Guang-lin.The Engineering of Anaerobic Treatment for Alcohol Production Wastewater[J].Journal of Guangxi Academy of Sciences,2010,26(2):159-161. |
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| Authors: | HAN Biao WANG Qi-ming and ZHENG Guang-lin |
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| Institution: | (Guangxi Environmental Protection Institute of Science and Engineering Center,Nanning,Guangxi,530022,China) |
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| Abstract: | UASB reactor was used to treaf wastewater from alcohol production.The inoculation sludge in the UASB was anaerobic sludge.After the start-up of reactor and the particle size of granular sludge grew to 1mm,reactor can upgrade the load in a short time to shorten the staring time.When the designed load is reached,the effluent COD is 8000mg/L,pH value is about 7.1,the removal rate is 82%. |
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| Keywords: | wastewater anaerobic treatment UASB granular sludge |
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