| UASCB/PVA膜生物反应器工艺处理啤酒废水 |
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| 引用本文： | 齐美富,吴建平,彭小明,徐晓建.UASCB/PVA膜生物反应器工艺处理啤酒废水[J].中国给水排水,2009,25(23). |
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| 作者姓名： | 齐美富 吴建平 彭小明 徐晓建 |
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| 作者单位： | 南昌大学,环境科学与工程学院,江西,南昌,330031 |
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| 摘 要： | 采用厌氧污泥复合床(UASCB)/聚乙烯醇(PVA)膜生物反应器复合工艺处理啤酒废水.结果表明,当进水COD、NH_4~+-N、SS、TN分别为(2 000～2 300)、(25～65)、(300～600)、(30～70)mg/L时,系统出水的各指标浓度相应为41.3、(1～3)、(1～5)、(10～15)mg/L,均达到了<污水综合排放标准>(GB 8978-1996)的一级标准.
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| 关 键 词： | 啤酒废水 厌氧污泥复合床 膜生物反应器 聚乙烯醇 |
Treatment of Brewery Wastewater by UASCB/PVA Membrane Bioreactor Process |
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| QI Mei-fu,WU Jian-ping,PENG Xiao-ming,XU Xiao-jian.Treatment of Brewery Wastewater by UASCB/PVA Membrane Bioreactor Process[J].China Water & Wastewater,2009,25(23). |
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| Authors: | QI Mei-fu WU Jian-ping PENG Xiao-ming XU Xiao-jian |
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| Abstract: | UASCB/PVA membrane bioreactor technology was used to treat brewery wastewater. The results show that when the influent COD, NH_4~+ - N, SS and TN are 2 000 to 2 300 mg/L, 25 to 65 mg/L, 300 to 600 mg/L and 30 to 70 mg/L respectively, their effluent concentrations are 41.3 mg/L, 1 to 3 mg/L, 1 to 5 mg/L and 10 to 15 mg/L respectively, all meet the first criteria specified in Integrated Wastewater Discharge Standard (GB 8978 -1996). |
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| Keywords: | brewery wastewater UASCB MBR PVA |
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