期刊文献+

粉末炭-超滤工艺出水氯和氯胺消毒安全性评价 被引量:1

Safety evaluation of chlorine and chloramine disinfection with treated water of PAC-UF treatment process
原文传递
导出
摘要 考察了粉末炭-超滤工艺(PAC-UF)除污染效果,以及膜后出水氯和氯胺消毒对微生物再生长的控制与消毒副产物的生成情况,对水质安全性进行综合评价.结果表明:PAC-UF工艺能够高效截留水中胶体及致病微生物;对氨氮、高锰酸盐指数(CODMn)、254nm处的紫外吸光度(UV254)和溶解性有机碳(DOC)的平均去除率分别为36.04%,44.28%,44.94%和30.65%;在不消毒情况下,膜后出水在24h后均出现微生物再生长;氯胺对微生物持续抑制能力强于氯;所生成的THMs与HAAs分别比氯消毒降低63.42%和44.13%,并有效减少了溴代消毒副产物的生成量;PAC-UF工艺出水采用氯胺消毒可使水质的安全性均得到提高. Pollutants removal effects of powdered activated carbon-ultrafiltration(PAC-UF) treatment process was examined.Disinfection effect of chlorine and chloramines were compared on control of microbe regrowth and disinfection by-products formation.The safety of treated water of the PAC-UF treatment process was comprehensively evaluated.The results show that colloids and pathogenic microbes can be removed efficiently by the PAC-UF treatment process.Average removal rates of ammonium,CODMn(chemical oxygen demand),UV254(ultraviolet in 254 nm) and DOC(disolved organic carbon) are 36.04%,44.28%,44.94% and 30.65% respectively.The bacteria and coliform index of the water samples appears significantly regrowth after 24 h without disinfection.Chloramine has better continuous disinfection effects than chlorine′s effects on inactivation of microbe and maintenance of residual chlorine.The THMs(trihalomethanes) and HAAs(haloacetic acids) produced by chloramine disinfection are lowered 63.42% and 44.13% than by chlorine disinfection respectively,and formation of brominated disinfection by-products is decreased effectively too.Safeties of treated water by PAC-UF treatment process can be enhanced by chloramines.
出处 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2011年第12期115-118,122,共5页 Journal of Huazhong University of Science and Technology(Natural Science Edition)
基金 国家水体污染控制与治理科技重大专项资助项目(2008ZX07421-002 2008ZX07422-005)
关键词 粉末炭-超滤工艺 氯胺 消毒效能 消毒副产物 PAC-UF treatment process chlorine chloramines disinfection effect disinfection by-products
  • 相关文献

参考文献11

二级参考文献29

  • 1张卿,杨艳玲,李星,崔崇威,纪峰,李圭白.饮用水配水系统生物稳定性的控制指标的应用[J].哈尔滨商业大学学报(自然科学版),2005,21(1):30-34. 被引量:7
  • 2许国仁,马军,陈忠林,李圭白.高锰酸钾复合药剂助凝生产性试验[J].给水排水,1995,21(9):8-13. 被引量:25
  • 3曹瑞钰.氯消毒机理、危害及脱氯[J].中国给水排水,1995,11(4):36-39. 被引量:26
  • 4孙青萍.分别测定含氯水样中的各种氯胺[J].中国给水排水,2005,21(11):98-100. 被引量:3
  • 5YANG Xin, SHANG Chi. Chlorination byproduct formation in the presence of humic acid, model nitrogenous organic compounds, ammonia, and bromide[ J ]. Environ Sci Technol, 2004, 38 (19) :4995.
  • 6Amench L. Fractionation of NOM from surface water using macroporous resins[J]. Water Research, 1997,31(9):2987.
  • 7Amy G L, Sierka R A, Bedessem J. Molecular size distribution of dissolved organic matter [ J ]. Journal of AWWA, 1992, 84 (6):67.
  • 8BunyaritP, Taha F M. Vorapot K. Characterization of precursors to trihalomethanes formation in Bangkok source water[J]. Journal of Hazardous Materials, 2005, 120 (1/2/ 3):229.
  • 9Barber L B, Leenheer J A, Noyes T I, et al. Nature and transformation of dissolved organic matter in treatment wetlands[J]. Environ Sci Technol, 2001,35 (24) : 4805.
  • 10Singer P C. Formation and control of disinfection byproducts in drinking water [M]. Denver: American Water Works Association, 1999.

共引文献206

同被引文献4

引证文献1

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