期刊文献+

进水C/P比对A^2/O工艺性能的影响 被引量:35

Effects of feed water C/P ratio on performance of anaerobic-anoxic-oxic process
下载PDF
导出
摘要 我国当前面临着严重的水体富营养化问题,A2/O工艺是一种有效的同步脱氮除磷工艺,但其中进水C/P比是其运行效果的重要影响因素,为深入考察不同进水C/P比对A2/O工艺运行性能的影响,试验设计了4种进水C/P比(55、45、34、23),研究了A2/O工艺中COD、总氮、磷和污泥特性的变化.实验结果表明,当进水C/P比小于32时,磷的去除效果随C/P比的降低而线性降低;当进水C/P比高于32时,磷的去除效果稳定在90%~98%,出水磷浓度小于0.5mg·L-1.但是C/P比的变化,对COD和总氮的去除率影响较小,平均去除率分别高于90%和75%.而剩余污泥中磷含量则随C/P比的下降而增加.实验发现,不同C/P比系统均存在反硝化除磷现象,可以实现“一碳两用”,有利于氮磷去除效果的提高. With the deterioration of eutrophication in China, nitrogen and phosphorus removal from wastewater have caught more and more attention, while influent C/P ratio is one of the most important influence factors. To investigate the effects of feed water C/P ratio on the performance of anaerobic-anoxicoxic process, four different feed water C/P ratios were designed, that is 55, 45, 34, 23, so as to study the variations of COD, TN, PO4^3-P and sludge characteristics with the C/P ratio. The results showed that when the C/P ratio was lower than 32, P removal efficiency increased as C/P ratio increased linearly, while the C/P ratio was higher than 32, the P removal efficiency maintained at 90%-98%, and effluent P concentration was lower than 0.5 mg·L^-1. In contrast, regardless of the C/P ratio, excellent COD (90%) and good total nitrogen removal (75%-84%) were maintained throughout the experiments. However, P percentage in the wasted activated sludge (WAS) increased as the C/P ratio decreased. It was also found that denitrifying P removal existed under different C/P ratios by controlling the operation, and nitrogen and phosphorus removal efficiency could be improved.
出处 《化工学报》 EI CAS CSCD 北大核心 2005年第9期1765-1770,共6页 CIESC Journal
基金 国家自然科学基金项目(20377003) 国家高技术发展计划项目(2003AA601010 2003AA601110)~~
关键词 A^2/O工艺 进水C/P比 生物脱氮除磷 A^2/O process feeding C/P ratio simultaneous biological nitrogen and phosphorus removal
  • 相关文献

参考文献9

  • 1Randall C W,Barnard J L, David H S. Design and Retrofit of Wastewater Treatment Plants for Biological Nutrient Removal. Pennsylvania: Technomic Publishing Company, Inc., 1992.
  • 2Janssen P M. Operating Experiences on Two Full-Scale Plants, Retrofitted for Biological Phosphorus Removal-Nutrient Removal From Wastewaters. Pennsylvania: Technomic Publishing Company, Inc.,1994.
  • 3Andrew J S, David J. Enhanced biological phosphorus removal from wastewater by biomass with different phosphorus contents, Part Ⅰ: Experimental results and comparison with metabolic models.Wat. Environ. Res.,2003,75(6):485-498.
  • 4APHA. Standard Methods for the Examination of Water and Wastewater. 18th Edn. Washington: American Public Health Association, American Water Works Association And Water Environment Federation,1992.
  • 5Smolders G J F, Meij J V D, Loosdrecht M C M, Heijnen J J.Model of the anaerobic metabolism of the biological phosphorus removal process:stoichiometry and pH influence.Biotech. Bioeng.,1994,49:461-470.
  • 6Tetreault M J, Benedict A H, Kaempfer C,Barth E F. Biological phosphorus removal: a technological evaluation.J. Wat.Pollut. Contr. Fed., 1986,58(8):823-837.
  • 7Yuan Zhiguo, Adrian Oehmen, Pernille Ingildsen.Control of nitrate recirculation flow in predinitrification systems.Wat. Sci. Tech.,2002,45(4-5):29-36.
  • 8Warangkana Punrattanasin. Investigation of the effects of COD/TP ratio on the performance of a biological nutrient removal system: [dissertation]. Virginia: Virginia Polytechnic Institute and State University, 1997.
  • 9McClintock S A. Effects of temperature and mean cell residence time on the performance of high-rate nutrient removal processes: [dissertation]. Virginia: Virginia Polytechnic Institute and State University, 1990.

同被引文献339

引证文献35

二级引证文献203

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