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传统给水处理厂氯消毒模型的开发与应用 被引量:1

Development and Application of a Chlorine Disinfection Model for a Conventional Waterworks
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摘要 以建立给水处理过程的风险分析方法为目标,提出了适用于传统给水处理工艺的氯消毒概率机理模型.模型既考虑氯消毒过程中有机物、余氯、氨氮、溴离子之间化学反应,又考虑水厂混凝、沉淀和过滤工艺过程中的物理和生物作用.典型水厂的现场监测数据表明,该模型能够较好地模拟水厂中高锰酸盐指数、氨氮以及4种三卤甲烷的浓度概率分布.Monte Carlo模拟的结果表明,与我国城市供水水质标准相比,该水厂高锰酸盐指数和单种三卤甲烷的超标概率极低,但总三卤甲烷的超标概率略高,约为2.3%. Aiming at a method of risk analysis for drinking water treatment, a statistical conceptual model was developed to simulate the chlorination disinfection processes in a conventional waterworks. The model involved the chemical reactions among organic matter, chlorine residuals, ammonia nitrogen and bromide as well as the physical and biological mechanisms in the coagulation-flocculation, sedimentation and post-chlorination processes. Field data from a typical waterworks demonstrated that the model could well predict the probability distribution of the concentration of permanganate index, ammonia nitrogen and four kinds of trihalomethanes (THMs). A Monte Carlo simulation showed that the violation probability of permanganate index and each THM of the effluent of the waterworks is extremely low as compared with the water quality standards for urban water supply in China, however that of the total THMs is relatively higher and about 2.3%.
出处 《环境科学》 EI CAS CSCD 北大核心 2007年第1期152-155,共4页 Environmental Science
基金 国家自然科学基金项目(50238020)
关键词 氯消毒 概率机理模型 三卤甲烷 超标概率 chlorination disinfeation statistical conceptual model trihalomethanes violation probability
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  • 1刘文君.饮用水可生物降解有机物和消毒副产物特性研究:博士论文[M].北京:清华大学环境科学与工程系,1999..
  • 2Hartman, David J. Disinfection by - products precurmr removal by GAC and alum coagulation[ A]. Proceedings-AWWA Annual Conference[C]. 1991.
  • 3Chang Cheng - Nan, Hsu Ching - Feng, Chao A C, et al.Characteristics of the disinfection by- products (DBPs)and process control techniques of the disinfection process using preozonation and lmSt - chlorination[J ]. Water Supply, 1993, 13(3-4) :95 - 100.
  • 4刘文君,博士论文,1999年
  • 5Nan Changcheng,Water Supply,1995年,13卷,3/4期,95页
  • 6Hua F,West J R, Barker R A, et al. Modelling of chlorine decay in municipal water supplies [ J ]. Water Research, 1999,33 ( 12 ) :2735 - 2746.
  • 7Haas C N, Karra S B. Kinetics of wastewater chlorine demand exertion [ J ]. Journal of Water Pollution Control Federal, 1984,56 ( 2 ) : 170 - 173.
  • 8McClellan J N, Reckhow D A, Tobiason J E, et al. A comprehensive kinetic model for chlorine decay and chlorination byproduct formation [ A ]. Natural Organic Matter and Disinfection Byproducts: Characterization and Control in Drinking Water[ C]. Washington DC: American Chemical Society Symposium Series ,2000.
  • 9Boccellia D L, Tryby M E, Uber J G, et al. A reactive species model for chlorine decay and THM formation under rechlorination conditions [ J ]. Water Research,2003,37 ( 11 ) :2654 - 2666.
  • 10Quails R G,Johnson J D. Kinetics of the short-term consumption of chlorine by fulvic acid [ J ]. Environmental Science & Technology, 1983,17 ( 11 ) :692 - 698.

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  • 1金俊伟,刘文君,刘丽君,张金松.影响清水池t_(10)/T值的因素试验研究[J].给水排水,2004,30(12):36-39. 被引量:34
  • 2乔铁军,罗红星,刘晓飞,范洁,安娜,陈志真.活性炭结构特征对微生物的影响[J].中国给水排水,2005,21(1):18-21. 被引量:11
  • 3林涛,陈卫,王磊磊.饮用水活性炭除微污染技术的生物安全性研究[J].哈尔滨工业大学学报,2006,38(12):2194-2198. 被引量:14
  • 4Yapsakli K, Mertoglu B, Cecen F. Identification of nitrifiers and nitrification performance in drinking water biological activated carbon (BAC) filtration [J]. Process Biochemistry, 2010, 45 (9) : 1543-1549.
  • 5Kasuga I, Nakagaki H, Kurisu F, et al. Abundance and diversity of ammonia-oxidizing archaea and bacteria on biological activated carbon in a pilot-scale drinking water treatment plant with different treatment processes [ J ]. Water Science and Technology, 2010, 61 (12) : 3070-3077.
  • 6Simpson D R. Biofilm processes in biologieally active carbon water purification[ J]. Water Research, 2008, 42 (12) : 2839- 2848.
  • 7Weeks M A, Leadbeater B S C, Callow M E, et al. Effects of backwashing on the prosobranch snail Potamopyrgus jenkinsi Smith in granular activated carbon (GAC) absorbers[J]. Water Research, 2007, 41( 12): 2690-2696.
  • 8WHO. Heterotrophic plate count measurement in drinking water safety management[R]. Geneva, 2002. 1-13.
  • 9Powell J C, Hallam N B, West J R, et al. Factors which control bulk chlorine decay rates [J]. Water Research, 2000, 34 ( 1 ) : 117-126.
  • 10USEPA. National Primary Drinking Water Regulations [S]. 2002.

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