期刊文献+

饮用水臭氧应用安全性研究 被引量:6

Study on the safety of the application of ozonation in drinking water treatment
下载PDF
导出
摘要 对预臭氧、臭氧一生物活性炭等技术与常规水处理工艺联用中有机物去除效果、消毒副产物THMFP的消除等进行了研究。结果表明:采用适量臭氧(如1mg/L)预氧化,可有效提高混凝过程中有机物去除率;THMFP从常规处理的116μg/L降至78#g/L(1mg/LO3)。与预臭氧强化混凝联用的臭氧-生物活性炭工艺能进一步降低DOC和THMFP。研究发现:溴酸盐随着臭氧含量呈现起伏变化,溴酸盐相关前驱物不易分离去除。两次臭氧投加(预臭氧和主臭氧)均导致溴酸盐、AOC和甲醛升高;其含量可分别在后续的混凝过滤及生物活性炭过程中得到控制,仅AOC含量较原水和常规工艺出水有所升高。 This paper studied the organic and DBPs (disinfenction by-products) removal and the ozone related by-products in the preozonation, ozonation-BAC (biological activated carbon) and their combination with conventional treatment. Results showed that preozonation in proper dosage (e. g. 1mg/L) would improve organic matter removal during coagulation and filtration markedly. THMFP was decreased from 116 μg/L to 78μg/L. The optimized control treatment (OCT) combined with preozonation, coagulation, settlement, filtration and major ozonation-BAC decreased DOC and THMFP further. It was found that the concentrations of bromate were changed according to the dosages of ozone in waters; and the precursors were not ready to be removed by separations such as coagulation, settlement and filtration. Preozonation and major ozonation both resulted in increased concentrations of formaldehyde, bromate and AOC. They could be controlled effectively by following treatment such as coagulation, filtration, and BAC, besides a moderate increase of AOC compared with conventional treatment.
出处 《给水排水》 CSCD 北大核心 2010年第9期138-142,共5页 Water & Wastewater Engineering
基金 太原市科技局战略性新兴产业培育专项项目(2010)
关键词 臭氧 混凝 消毒副产物 安全性 Ozonation Coagulation Disinfection by-products Safety
  • 相关文献

参考文献9

  • 1Edwards M, Benjamin M. Effect of preozonation on coagulant- NOM interactions. JAWWA, 1992,8: 63-72.
  • 2Urs von Gunten. Ozonation of drinking water: Part II. Disinfection and by-product formation in presence of bromide, iodide or chlorine. Water Research, 2003,37 : 1469- 1487.
  • 3Schneider O D, Tobiason J E. Preozonation effects on coagulation. JAWWA, 2000, 92(10): 74-87.
  • 4Tobiason J E, Reckhow D A, Edzwald J K. effects of ozonation on optimal coagulant dosing in drinking water treatment. Jour Water SRT Aqua, 1995,44(3):142-150.
  • 5Reekhow D A, Singer P C. The removal of organic halide precursors by preozonation and alum coagulation. JAWWA Assoc, 1984,76(4): 151-157.
  • 6纪苑,邹月春,赵李霞.离子色谱法测定饮用水中溴酸盐的含量[J].中国卫生检验杂志,2006,16(3):366-367. 被引量:4
  • 7GB5749--2006.生活饮用水卫生标准.
  • 8李继,董文艺,贺彬,王刚,杜红,张金松,马军,王宝贞.臭氧投加方式对溴酸盐生成量的影响[J].中国给水排水,2005,21(4):1-4. 被引量:41
  • 9Edzwald J K,Tobiason J E. Enhanced coagulation:US requirements and a broader view. Water Science and Technology, 1999, 40(9): 63-70.

二级参考文献7

  • 1黄丽,郑惠华.离子色谱法测定矿泉水中溴酸盐[J].中国卫生检验杂志,2005,15(3):327-327. 被引量:12
  • 2Gunton U von, Hoigne J. Bromate formation during ozonation of bromide containing waters: interaction of ozone and hydroxyl radical reactions[J]. Environ Sci and Technol,1994,28 (7): 1234 - 1242.
  • 3Ono Y, Somiya I, Mohri S. Evaluation of genotoxicity of bromate ion produced during ozonation [ J ]. Ozone Sci Eng,1994,16 (5): 443 -453.
  • 4Hoon-Soo Park, Tae-Mun Hwang, Joon-Wun Kang, et al.Characterization of raw water for the ozone application measuring ozone consumption rate [ J ]. Wat Res, 2001,35 ( 11 ) :2607 - 2614.
  • 5国家环境保护总局水和废水监测分析方法编委会.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002.132-141.
  • 6Daniel FB, Robinson M ,Olson GR,et al. Toxicological studics on Mx: a disinfcction by - product[J]. J AWWA,1994, 86(3 ) :103 - 111.
  • 7刘文明,马卫兴,钱保华.罗丹明6G褪色光度法测定微量溴酸根[J].理化检验(化学分册),2000,36(6):248-249. 被引量:23

共引文献47

同被引文献60

引证文献6

二级引证文献11

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