期刊文献+

淹没式MBR去除有机物动力学模型及其应用 被引量:1

A model of removing organic substrate for submerged membrane bioreactor and its application
下载PDF
导出
摘要 针对淹没式MBR的工艺特点,以反应器内物料衡算为基础,建立了有机物去除的动力学模型———ROM模型,得出淹没式MBR对有机底物的去除速率Uy不仅与进、出水中的有机底物质量浓度S0、Se和水力停留时间tH有关,还与膜组件去除的有机底物质量浓度Sm、污泥停留时间tS有关.利用ROM模型,可以预测反应器内活性污泥浓度X,确定污泥停留时间tS和不排泥条件下反应器内的最大活性污泥浓度Xmax.试验中以啤酒厂废水为例,对模型进行了验证,试验结果与模型计算结果基本一致. A ROM model, a kinetics model of organic substrate removal for submerged membrane bioreactor was established on the basis of material balance.According to the model, the organic substrate removal rate is determined not only by the organic substrate concentrations of influent and effluent and hydraulic retention time (HRT), but also the organic substrate concentration removed by membrane modules and sludge retention time (SRT). Meanwhile, SRT and the maximum mixed liquor volatile suspended solids (MLVSS) value without discharging sludge can be determined as well as the concentration of MLVSS can be predicted in the reactor. Brewery wastewater was chosen and examined to verify the model and the results showed that the experimental data were coincident with the calculating data.
出处 《膜科学与技术》 CAS CSCD 北大核心 2005年第3期1-4,9,共5页 Membrane Science and Technology
基金 国家"十五"科技攻关计划项目(2002BA806B04)
关键词 动力学模型 MBR 淹没式 应用 有机底物 质量浓度 停留时间 污泥浓度 有机物去除 反应器 工艺特点 物料衡算 去除速率 计算结果 试验结果 ROM 膜组件 啤酒厂 ts 活性 <Keyword>submerged membrane bioreactor kinetics model of removing organics sludge retention time mixed liquor volatile suspended solid brewage wastewater
  • 相关文献

参考文献5

  • 1Davies W J, Le M S, Heath C R. Intensified activated sludge process with submerged membrane micro-filtration[J]. War Sci Tech, 1998, 38(4-5): 421-428.
  • 2Lu S G, Imai T, Sekine M, et al. A model for membrane bioreactor process based on the concept of formation and degradation of soluble microbial products [J]. Wat Res,2001,35(8): 2038-2048.
  • 3Lee Yonghun, Cho Jinwoo Cho, Seo Youngwoo, et al.Modeling of submerged bioreactor process for wastewater treatment[J]. Desalination, 2002, 146:451-457.
  • 4Gunther Gehlert,Jobstt Hapke. Mathematical modeling of a continuous aerobic membrane bioreactor for the treatment of different kinds of.wastewater [J]. Desalination,2002,146:405-412.
  • 5Wisniewski C. Kinetics of organic carbon removal by a mixed culture in a membrane bioreactor[J]. Bioehem Eng J,1999,(3):61-69.

同被引文献18

  • 1孙京敏,袁怀雨,任立人,周崇辉,田在峰,韦会民.膜生物反应器(MBR)处理青霉素废水试验研究[J].环境工程,2005,23(4):12-14. 被引量:10
  • 2万兴,万金保.MBR处理城市生活污水数学模型初探[J].南昌大学学报(工科版),2005,27(4):16-20. 被引量:1
  • 3陈俊平,杨昌柱,濮文虹.一体式好氧膜生物反应器处理城市污水的出水水质BOD_p数学模型研究[J].山西大学学报(自然科学版),2007,30(3):422-426. 被引量:1
  • 4Malamis S. , Andreadakis A. Fraetionation of proteins and carbohydrates of extracellular polymeric substances in a membrane bioreactor system. Bioresource Technology, 2009,100 (13) :3350-3357.
  • 5Pavasant P. Prediction of optimal biofilm thickness for membrane-attached biofilms growing in an extractive mem- brane bioreactor. Biotechnology and Bioengineering, 1996, 52(3) :373-378.
  • 6Trasek Holownia A. A catalytic membrane for hydrolysis reac- tion carried out in the two-liquid phase system--Membrane preparation and characterization, mathematical model of the process. Journal of Membrane Science,200$ ,259(1-2) :74-84.
  • 7Davydov L. S. Mathematical modeling and analysis of processes in membrane bioreactors. Teoreticheskie OsnovyKhimicheskoi Tekhnologii, 1995,29 ( 2 ) : 187-191.
  • 8Henze M., Grady Jr C. P. L. J., Gujer W., et al. A general model for single sludge wastewater treatment sys- tems. Biochemical Engineering Journal, 2006,30 ( 2 ) : 174-183.
  • 9LawrenceA. W. ,McCarty P.L. Kinetics of methane fermen- tation in anaerobic treatment. WPCF,1969,41 (2):1-17.
  • 10孙京敏,韩美清,任立人.膜生物反应器(MBR)工艺处理抗生素废水中试研究[J].环境工程,2007,25(5):14-16. 被引量:6

引证文献1

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部