期刊文献+

C-MBR系统处理冬季校园污水的中水回用中试 被引量:6

APPLICATION OF C-MBR PROCESS FOR MAKING RECYCLE WATER OF CAMPUS SEWAGE IN WINTER
下载PDF
导出
摘要 采用C-MBR组合工艺对校园污水的再生回用处理进行了研究,考察了系统对有机物、TN、TP、色度等的去除效果。结果表明,在有机物含量相对较低的校园污水中,COD、TN、TP的去除率分别达到了82.4%、76.8%及46.5%,平均出水COD和TN、TP的质量浓度分别为44.8 mg/L和13.5、2.8 mg/L;由于陶瓷平板膜的高效截留作用,出水中的色度、浊度及TSS的质量浓度平均分别在34度、0.4 NTU和3.8 mg/L以下,浊度、TSS含量达到了GB/T 18920-2002的要求;延长反冲洗时间和控制曝气量能有效抑制滤饼层的形成,采用次氯酸钠定期清洗膜组件可维持MBR系统的稳定运行,缓解膜污染。 C-MBR process was used for treating campus sewage in order to make recycle water. The removal performances of organism, total nitrogen, total phosphorus, and chroma were investigated. The results indicated that, the removal efficiencies of COD, total nitrogen, and total phosphorus reached 82.4%, 76.8%, 46.5%, respectively, with the average mass concentrations of effluent COD, total nitrogen and total phosphorus were 44.8 mg/L, 13.5 mg/L, and 2.8 mg/L, respectively. Owing to the high interception performance of ceramic membrane, the average values of ehroma, turbidity, and TSS were below 34 degrees, 0.4 NTU, and 3.8 mg/L, respectively. The turbidity and TSS met the requirement of the reuse of urban recycling water-water quality standard for urban miscellaneous water consumption. It is acceptable to restrain the formation of cake layer by prolonging the backwashing time and controlling the aeration rate. In order to keep the MBR system in steady operation and relieve the membrane fouling, sodium hypochlorite can be applied in cleaning the membrane module regularly.
出处 《水处理技术》 CAS CSCD 北大核心 2014年第1期114-117,共4页 Technology of Water Treatment
基金 国家自然科学基金(51108108) 广西自然科学基金(2013GXNSFCA019018) 广西科学研究与技术开发(桂科合1298014-14,桂科合1347004-15) 广西高校科学技术研究项目(2013ZD031,2013ZL076) 广西矿冶与环境科学实验中心资助项目(KH2012 ZD004) 广西危险废物处置产业化人才小高地
关键词 膜生物反应器 校园污水 陶瓷平板膜 膜污染 membrane biological reactor campus sewage ceramic membrane membrane fouling
  • 相关文献

参考文献11

二级参考文献58

共引文献985

同被引文献34

  • 1张家轩,赵霞,徐毓敏,裴维娜.陶瓷膜水处理技术研究与应用[J].给水排水,2021,47(S01):45-51. 被引量:6
  • 2李艳红,刘荃.微波消解法测定ρ(COD)[J].桂林工学院学报,2000,20(S1):80-82. 被引量:5
  • 3朱丽,孙理密.地下渗滤在大学园区生活污水处理中的应用[J].环境工程,2007,25(3):96-98. 被引量:13
  • 4李楠,马溪平,牛影,等.[J].水资源与水工程学报,2006,17(2):39-42.
  • 5Yates B J,Zboril R,Sharma V K. [J].Journal of Environmental Science and Health, Part A-Toxic/Hazardous Substances Environmental Engineering, 2014,49(14) : 1603-1614.
  • 6Nakai S, Tanabe K, Ito J, et al. [J]. Water Research, 2014,60 75-81.
  • 7Dn J R,Peldszns S, Huek P M. [J]. Journal of Membrane Sci- ence, 2015,475 : 488-495.
  • 8Goh P S, Ng B C, Lau W J, et al. [J]. Separation and Purifica- tion Reviews,2015,44(3) :216-249.
  • 9李政.[D].山东;山东大学,2014.
  • 10Li Haibo, Li Yinghua, Sun Tieheng. [J]. Ecological Engineer- ing,2012,38(1) :105-109.

引证文献6

二级引证文献6

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