期刊文献+

高浓度活性污泥中二次流传质效果的实验研究 被引量:6

Mass Transfer Effect of Secondary Flow in a Sludge of High Concentration
下载PDF
导出
摘要 在高浓度活性污泥条件下,通过测定搅拌功率和氧传质系数,对二次流场中的氧传质效率进行了研究。通过与普通流场的对比表明,二次流场在相对较小的搅拌功率和通气量下,具有较高的氧传质效率。并发现在污泥浓度为20 g/L时,控制剪切条件能够改善活性污泥的絮体结构,使之具有较高的氧传质速率和沉降性能,保证了高浓度条件下微生物的降解效率。 The oxygen mass transfer efficiency in a secondary flow hydro-scene was investigated by measuring the stirring power and oxygen mass transfer rate for a high activated sludge processing. Comparing with general hydro-scene, a higher oxygen mass transfer rate can be observed even with a comparatively small stirring power and gas velocity in secondary flow hydro-scene. When the sludge concentration reaches 20 g/L, the configuration of floecule can be ameliorated by controlling the shearing condition, it therefore possesses a higher oxygen mass transfer rate and an improved settlement characteristic for the high organism degradation rate for sludge with high concentration.
出处 《矿冶工程》 CAS CSCD 北大核心 2007年第3期37-40,共4页 Mining and Metallurgical Engineering
基金 国家自然科学基金(50574111) 湖南省自科基金(06JJ4066)资助项目
关键词 高浓度污泥 二次流 剪切功率 传质效率 high concentration sludge secondary flow shearing power mass transfer rate
  • 相关文献

参考文献9

二级参考文献52

  • 1张雨虹.密封系统中冲洗液粒子的分离[J].流体工程,1993,21(6):33-38. 被引量:12
  • 2国家环保局.水和废水监测分析方法(第三版)[M].北京:中国环境科学出版社,1989.108,354.
  • 3赵学瑞 廖其奠.粘性流体力学[M].北京:机械工业出版社,1983..
  • 4美国公共卫生协会APHA、自来水厂协会AWWA、 宋仁元译.水和废水标准检验法(第15版)[M].北京:中国建设工业出版社,1982..
  • 5陈茅章.粘性流体动力学理论及紊流工程计算[M].北京航空学院出版社,1986.221.
  • 6湛含辉.多产品旋流器的研制及高浓度浆体的配级输送:[博士学位论文].北京:中国矿业大学,1989..
  • 7湛含辉.水介质旋流场的分选机理[学位论文].长沙:中南工业大学,1991..
  • 8王绍文.论混凝的动力致因[A]..给水与废水处理国际会议论文集[C].,1994.186~190.
  • 9[6]Yasui H,Nakamura K,Lwasaki M and Sakai Y.A full-scale operationof a novel activated sludge process without execss sludgeproduction.Wat Sci Tech,1996,34(3):395~404
  • 10[7]Salvado H,Gracia M P,Amigo J M.Capability of ciliated protozoa asindicators of effluent quality in activated sludge plants.WatRes,1995,29(4):1041~1050

共引文献173

同被引文献50

  • 1湛含辉,钟乐.二次流场促进颗粒污泥成型的研究[J].环境工程,2009,27(S1):205-208. 被引量:3
  • 2陈洁,袁莉,王强,陈坚.沉降速率作为选择压对好氧颗粒污泥性质影响[J].环境科学与技术,2006,29(4):29-31. 被引量:11
  • 3谢家仪,董光军,刘振英.用于污水处理的微生物制样方法和扫描电镜观察[J].电子显微学报,2006,25(B08):272-273. 被引量:4
  • 4Zhan Hanhui,Zhang Jingjing,Luo Dingti et al.Reducing concentration polarization in hollow-fibre membranes[J].Membrane Technology,2004(9):5-9.
  • 5Nathan R.Rosaguti,David F.Fletcher,Brian S.Haynes.Laminar flow and heat transfer in a periodic serpentine channel with semi-circular cross-section[J].J.Heat and Mass Transfer,2006(49):2912-2923.
  • 6Taylor A,Whitelaw J H,Yianneskis M.Curved ducts with strong secondary motion:velocity measurements of developing laminar and turbulent flow[J].Journal of Fluids Engineering,1982(104):350-359.
  • 7W.R.Dean.Fluid Motion in a Curved Channel.Proceedings of the Royal Society of London[J].Series A,Containing Papers of a Mathematical and Physical Character,1928,121(787):402-420.
  • 8Patankar S V.Numerical heat transfer and fluid flow[M].Hemisphere Publishing Co.,New York,1980:11-21.
  • 9M.J. Chen,Z. Zhang,T.R. Bott.Direct measurement of the adhesive strength of biofilms in pipes by micromanipulation[J]. Biotechnology Techniques . 1998 (12)
  • 10Nancharaiah,Y V,,Joshi H M,Mohan,T V K,et al.Aerobic granu-lar biomass:a novel biomaterial for uraniumremoval.. Current Science . 2006

引证文献6

二级引证文献83

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