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AFMBR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,刑金良,郭威,刘子奇.AFMBR处理低浓度废水的运行特性[J].中国环境科学,2018,38(1):129-135.
作者姓名:张博康  张岩  陈昌明  马翔山  刑金良  郭威  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:采用厌氧流化床膜生物反应器(AFMBR)处理模拟生活污水,研究其启动运行的特性.结果表明,在室温、进水COD 270mg/L的条件下,AFMBR系统经过驯化富集后,其出水SCOD能稳定维持在30mg/L以下,冬季温度降低时,系统产甲烷菌的活性会受到抑制,出水SCOD在30~40mg/L,但仍可满足一级A排放标准.系统的总甲烷转化量在0.182L/g COD去除左右,温度越高气体甲烷的转化量越大,进水COD约有45%转化为甲烷.AFMBR系统连续运行218d的污泥产量为0.071g VSS/g COD,其值要远远低于典型好氧系统的污泥产量.系统的能耗及产能,若只考虑气态甲烷产能,本研究中当HRT降至10h时产能才能满足能耗需求;若考虑所有的甲烷产能,当HRT降至20h时产能即能满足能耗需求,当HRT降至10h时产能是能耗需求的2倍.因此,AFMBR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:厌氧流化床膜生物反应器  颗粒活性炭  低浓度废水  污泥产量  能耗  
收稿时间:2017-06-05

Characteristics of anaerobic fluidized bed membrane bioreactor for dilute wastewater Treatment
ZHANG Bo-kang,ZHANG Yan,CHEN Chang-ming,MA Xiang-shan,XING Jin-liang,GUO Wei,LIU Zi-qi.Characteristics of anaerobic fluidized bed membrane bioreactor for dilute wastewater Treatment[J].China Environmental Science,2018,38(1):129-135.
Authors:ZHANG Bo-kang  ZHANG Yan  CHEN Chang-ming  MA Xiang-shan  XING Jin-liang  GUO Wei  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 fluidized bed membrane bioreactor (AFMBR) with simulated domestic wastewater was studied at room temperature. With the influent COD of 270mg/L, AFMBR system operated through acclimation and enrichment. The effluent SCOD could remain stable under 30mg/L. With the decrease of temperature in winter, the effluent SCOD was between 30and 40mg/L as the activity of anaerobic transformation, such as methanogenic bacteria, in the system might be inhibited, but the level A Emission Standard could still be meet. The total methane conversion amount was about 0.182L/g CODR, about 45% of the influent COD conversion to methane. The sludge production of the AFMBR system for 218days operation continuously was 0.071g VSS/g COD, which was much lower than the typical aerobic one. As for the net energy output of the system, if the gaseous methane production was only considered, the energy demand for mechanic power could be met when the HRT was reduced to 10h; if all the methane production was taken into account, the energy demand could be met when the HRT was reduced to 20h. When the HRT was reduced to 10h, the energy output was twice over the energy demand. Thus, the AFMBR system had great potential as an energy positive wastewater treatment system.
Keywords:anaerobic fluidized bed membrane bioreactor  GAC  dilute wastewater  biosolids production  energy consumption  
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