期刊文献+

水力空化强化臭氧消毒技术的影响因素研究 被引量:2

Study on Influencing Factors of Ozone Disinfection Enhanced by Hydrodynamic Cavitation
下载PDF
导出
摘要 采用水力空化强化臭氧消毒技术对饮用水进行消毒,考察了臭氧体积流量、多孔板的几何参数及其入口压力、pH值等对消毒效果的影响。试验结果表明:适宜的臭氧体积流量为0.04m^3/h;提高多孔板的入口压力有利于改善消毒效果;在入口压力一定的条件下,多孔板的孔径越小则消毒效果越好,而当总孔周长与总过流面积之比一定时,过流面积比越大则消毒效果越佳;当pH值为4~10时,提高pH值有利于改善灭菌效果;单独水力空化、臭氧氧化以及它们的联合工艺对细菌的杀灭均遵循表观一级动力学模型。 Hydrodynamic cavitation was used to enhance ozone disinfection of drinking water. The influence of ozone volume flow rate, geometric parameters of orifice plate and its inlet pressure, pH on the disinfection effects was investigated. The results show that the optimum ozone volume flow rate is 0.04 m^3/h. Increasing the inlet pressure of orifice plate can improve the disinfection effects of drinking water. Under a certain inlet pressure, smaller apertures of the orifice plate have better effects of disinfec- tion. In addition, under a certain ratio of the total circumference of circular holes to the total area of openings, larger total areas of orifice plate openings have better effect of disinfection. The disinfection effect of drinking water also can be improved when the pH is at a higher range of 4 to 10. The disinfection of drinking water by individual hydrodynamic cavitation, ozonization and their combined process follows a pseudo-first-order kinetics.
出处 《中国给水排水》 CAS CSCD 北大核心 2007年第11期13-16,共4页 China Water & Wastewater
基金 国家自然科学基金资助项目(20277011)
关键词 水力空化 臭氧 强化 消毒 hydrodynamic cavitation ozone enhancement disinfection
  • 相关文献

参考文献4

二级参考文献17

  • 1[7]耿文奎.实用消毒技术[M].广西科学技术出版社.
  • 2[8]郁庆福.现代卫生微生物学[M].人民卫生出版社.
  • 3Kumar P Senthil, Kumar M Siva, Pandit A B. Experimental quantification of chemical effects of hydrodynamic cavitation[ J ]. Chemical Engineering Science,2000,55:1633- 1639.
  • 4Kumar Manickam Siva, Pandit Aniuddha B . Wastewater treatment:a novel energy efficient hydrodynamic cavitation technique[ J ]. Ultrasonics Sonochemistry, 2002, ( 9 ):123 - 131.
  • 5GUNTEN U.Ozonation of drinking water:Part I oxidation kinetics and product formation[J].Water Research,2003,37:1443-1467.
  • 6BICKNELL D L,JAIN R K.Ozone disinfection of drinking water-technology transfer and policy issues[J].Environ Eng Policy,2002(3):55-66.
  • 7BELTRAN F,ACEDO B,RIVAS J.Use of ozone to remove alachlor from surface water[J].Environmental Contam Toxicology,1999(62):324-329.
  • 8RICHARD J M.Disinfection by product formation and control by ozonation and biotreatment[J].AWWA,1992,84(11):53-63.
  • 9聂梅生.水工业工程设计手册-水资源及给水处理[M].北京:中国建筑工业出版社,2003:358.
  • 10王晓昌.臭氧用于给水处理的几个理论和技术问题[J].西安建筑科技大学学报(自然科学版),1998,30(4):307-311. 被引量:27

共引文献55

同被引文献23

引证文献2

二级引证文献27

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