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AnGMBR处理低浓度废水的运行特性
引用本文:张博康,张岩,陈昌明,马翔山,刘子奇.AnGMBR处理低浓度废水的运行特性[J].中国环境科学,2018,38(8):2954-2959.
作者姓名:张博康  张岩  陈昌明  马翔山  刘子奇
作者单位:北京工业大学建筑工程学院, 北京市水质科学与水环境恢复工程重点实验室, 北京 100124
基金项目:人才培养质量建设-双培计划新兴专业建设基金资助项目(PXM2016_014204_001030_00205969_FCG)
摘    要:采用厌氧颗粒污泥床膜生物反应器(AnGMBR)对模拟生活污水进行处理,并对其运行特性进行研究.结果表明,在室温、进水COD 260mg/L的条件下,AnGMBR的出水COD能稳定维持在30mg/L以下,即使HRT降至5h,系统的出水COD仍满足一级A排放标准.AnGMBR的总甲烷转化量在0.234~0.271L/g COD去除之间,其进水COD约有61%~70%转化为甲烷.AnGMBR在运行过程中颗粒污泥的粒径、机械强度没有较大的差异,颗粒污泥具有较好的稳定性.经过一段时间的连续运行,AnGMBR的TMP稳定维持在35kPa左右,膜丝在经过清洗后,其性能能够得到有效的恢复.AnGMBR中用于颗粒污泥流化所需的能耗较低,膜滤出水为主要的需能部位,系统各阶段的产能均能满足能耗需求.AnGMBR高效稳定的运行表明,AnGMBR作为一个低耗高效的废水处理系统,具有良好应用潜力.

关 键 词:厌氧颗粒污泥床膜生物反应器  厌氧颗粒污泥  低浓度废水  完整性系数  能耗  
收稿时间:2018-01-18

Characteristics of anaerobic granular sludge bed membrane bioreactor for dilute wastewater treatment
ZHANG Bo-kang,ZHANG Yan,CHEN Chang-ming,MA Xiang-shan,LIU Zi-qi.Characteristics of anaerobic granular sludge bed membrane bioreactor for dilute wastewater treatment[J].China Environmental Science,2018,38(8):2954-2959.
Authors:ZHANG Bo-kang  ZHANG Yan  CHEN Chang-ming  MA Xiang-shan  LIU Zi-qi
Institution:Key Laboratory of Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
Abstract:Anaerobic granular sludge bed membrane bioreactor (AnGMBR) with simulated domestic wastewater was studied at room temperature. With the influent COD of 260mg/L, the effluent COD of AnGMBR could remain stable under 30mg/L; Even if the HRT was reduced to 5h, it could still meet the level A Emission Standard. The total methane conversion of AnGMBR was between 0.234 and 0.271L/g CODR, about 61% to 70% of the influent COD was converted into methane. The particle size and mechanical strength of granular sludge were not different during the operation of AnGMBR, and granular sludge could keep stable. After a period of continuous operation, AnGMBR's TMP kept stable at about 35kPa. The performance of membrane was restored effectively after cleaning. The energy consumption required for the fluidization of granular sludge in AnGMBR was lower, and the permeate water was the main energy consumption required part. The energy output could meet the energy demand. Thus, the AnGMBR system had great potential as an energy positive wastewater treatment system.
Keywords:anaerobic granular sludge bed membrane bioreactor  anaerobic granular sludge  dilute wastewater  integrity coefficient  energy consumption  
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