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UASB-MBR组合工艺处理黄连素废水的中试

崔晓宇 何绪文 曾 萍 邱光磊 宋永会

崔晓宇, 何绪文, 曾 萍, 邱光磊, 宋永会. UASB-MBR组合工艺处理黄连素废水的中试[J]. 环境科学研究, 2015, 28(8): 1295-1301.
引用本文: 崔晓宇, 何绪文, 曾 萍, 邱光磊, 宋永会. UASB-MBR组合工艺处理黄连素废水的中试[J]. 环境科学研究, 2015, 28(8): 1295-1301.
CUI Xiaoyu, HE Xuwen, ZENG Ping, QIU Guanglei, SONG Yonghui. A Pilot-Scale Hybrid Upflow Anaerobic Sludge Blanket Reactor (UASB)-Membrane Bioreactor (MBR) System for Berberine Wastewater Treatment[J]. Research of Environmental Sciences, 2015, 28(8): 1295-1301.
Citation: CUI Xiaoyu, HE Xuwen, ZENG Ping, QIU Guanglei, SONG Yonghui. A Pilot-Scale Hybrid Upflow Anaerobic Sludge Blanket Reactor (UASB)-Membrane Bioreactor (MBR) System for Berberine Wastewater Treatment[J]. Research of Environmental Sciences, 2015, 28(8): 1295-1301.

UASB-MBR组合工艺处理黄连素废水的中试

基金项目: 国家水体污染控制与治理科技重大专项(2012ZX07202-002,2012ZX07202-005)

A Pilot-Scale Hybrid Upflow Anaerobic Sludge Blanket Reactor (UASB)-Membrane Bioreactor (MBR) System for Berberine Wastewater Treatment

  • 摘要: 为实现黄连素废水的规模化处理,针对黄连素废水可生化性差、有机污染物浓度高等特点,采用UASB-MBR(升流式厌氧污泥床-膜生物反应器)组合工艺,利用微生物的生化反应去除废水中的高浓度有机物和黄连素,考察在不同HRT(水力停留时间)下CODCr和黄连素的去除效果,并采用GC-MS(气相色谱-质谱联用仪)对系统进、出水中的特征污染物进行分析. 结果表明:①在UASB与MBR的HRT分别为96、66 h,84、58 h,72、50 h,60、41 h,以及进水ρ(CODCr)和ρ(黄连素)分别为2 030.0~3 660.0和19.0~400.0 mg/L的条件下,CODCr和黄连素的平均去除率均可达到90.0%以上,出水ρ(CODCr)平均值低于150.0 mg/L,ρ(黄连素)平均值低于4.0 mg/L. ②UASB与MBR的HRT分别为72、50 h为最佳运行条件. ③UASB可以明显降低废水中特征污染物的种类和浓度,UASB出水经MBR处理后,废水中的11种主要特征污染物均得到有效降解.

     

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