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给水管网中氯衰减速率系数可变模型的研究 被引量:1

Variable rate coefficient model for chlorine decay in water distribution system
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摘要 综述了国内外氯衰减模型的研究现状。针对目前研究模型参数随加氯量和二次加氯变化的缺点,提出一种新的氯衰减模型——速率系数可变模型(Variable Rate Coefficient,VRC)。该模型可适应较大的加氯量变化范围和二次加氯的情况。 There are increasing concerns about the forecast and simulation of chlorine decay in the world. In this paper, taking characteristics of chlorine decay models proposed in the world as the clue, research status of chlorine decay model is introduced, and a new chlorine decay model Variable Rate Coefficient (VRC) model is also proposed. This model is applicable to wide chlorine dosage range and booster chlorination.
出处 《给水排水》 CSCD 北大核心 2008年第11期113-117,共5页 Water & Wastewater Engineering
基金 黑龙江省自然科学基金项目(重点,ZJG0503) 国家高技术研究发展计划(863)项目(2007AA06Z303)
关键词 给水管网 衰减模型 Water distribution system Chlorine Decay model
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  • 1Bull R J ,Birnbaum L S, Cantor K P, et al. Water chlorination: essential process or cancer hazard?. Fundamental and Applied Toxicology, 1995, 28:155-166.
  • 2Nieuwenhuijsen M J, Toledano M B, Eaton N E, et al. Chlorination disinfection byproducts in water and their association with adverse reproductive outcomes: a review. Occupational and Environmental Medicine, 2000, 57: 73-85.
  • 3Cozzolino L, Pianese D, Pirozzi F. Control of DBPs in water distribution systems through optimal chlorine dodge and disinfection stationallocation. Desalination, 2005, 176:113-125.
  • 4Propato M, Uber J G. Linear least squares formulation for operation of booster disinfection systems. Journal of Water Resources Planning and Management, 2004, 130 ( 1 ): 53-62.
  • 5VasconcelosJ J, Rossman L A, Grayman W M, et al. Kinetics of chlorine decay. Journal of the American Water Works Association, 1997, 89(7): 54-65.
  • 6Munavalli G R. , Mohan Kumar M S. Water quality parameter estimation in a distribution system under dynamic state. Water Research, 2005, 39:4287-4298.
  • 7Jonkergouw P M R, Khu S T, Kapelan Z, et al. Water quality parameter estimation and inverse modelling of flows using residual disinfectant data. Journal of Water Resources Planning and Management(submitted), 2006.
  • 8Haas C N, Karra S B. Kinetics of microbial inactivation by chlorine-Ⅰ: Review of results in demand-free systems. Water Research, 1984, 18(11): 1443-1449.
  • 9Jadas-H'ecart A, Morer A, Stitou M, et al. The chlorine demand of a treated water. Water Research, 1992, 8: 1073-1084.
  • 10Zhang G R, Ki'en'e L, Wable O, et al. Modeling of chlorine residual in the water distribution system network of macao. Environmental Technology, 1992, 13:937-946.

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