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给水管网二次加氯条件下的水质可靠度分析 被引量:2

Water Quality Reliability Analysis of Booster Chlorination in Water Distribution Networks
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摘要 针对给水管网二次加氯条件下的水质可靠度问题,在线性叠加理论适用的范围内,引入节点用水量权重因子,对以余氯质量浓度期望值为评价指标的可靠度评价方法进行简化和改进,提出以余氯覆盖率为评价指标的可靠度评价方法.应用理论研究成果对算例管网进行水质可靠度评价,结果表明,二次加氯能在显著降低管网加氯量和提高余氯质量浓度均匀性的基础上维持较高的水质可靠度. Two different methods of water quality reliability analysis under booster chlorination were presented,namely,a simplified method based on desired chlorine residual which brought in water demand variations and used the theory of linear superposition,and a new method based on chlorine residual coverage rate.The reliability analysis of water quality under booster chlorination was carried out within a water distribution network using these two methods.The results show that booster chlorination can maintain a high reliability without impairing its advantages in allowing a lower average chlorine and decreasing the variability of chlorine residuals which lead to a lower total dosage.
作者 李莉 张燕
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2010年第3期392-396,共5页 Journal of Tongji University:Natural Science
基金 国家水污染控制与治理重大专项基金资助项目(2008ZX07421-003)
关键词 二次加氯 水质可靠度 余氯质量浓度期望值 余氯覆盖率 booster chlorination water quality reliability desired chlorine residual chlorine residual coverage rate
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  • 1Kansal M L, Arora G. Reliability analysis of booster chlorination in urban water distribution networks [C/OL]. [-2008- 05 - 20]. http://scitation. aip. org/getpdf/servlet/GetPDFServlet? filetype = pdf&id = ASCECP000111040569000474000001&idtype = cvips&prog = normal.
  • 2Subramaniam P. Optimal locations of booster stations in water distribution systems[D]. Cincinnati: University of Cincinnati. Environmental Engineering in the Graduate College, 2001.
  • 3Bocceli D L,Tryby M E, Uber J G, et al. Optimal scheduling of booster distribution in water distribution systems[J]. Journal of Water Resources Planning and Management, 1998,124(2) : 99.
  • 4Tryby M E, Uber J G. Development of a booster chlorination design using distribution system models[C/OL]. [2008 - 04 - 17]. http://scitation. aip. org/getpdf/servlet/GetPDFServlet? filetype = pdf&id = ASCECP000102040430000057000001&idtype = cvips&prog = normal.
  • 5Tryby M E,Bocceli D L,Uber J G,et al. Facility location model for booster disinfection of water supply networks[J]. Journal of Water Resources Planning and Management, 2002, 128 (5) :322.
  • 6朱晔,寇新建.给水管网可靠性分析中系统问题的研究[J].上海电力学院学报,2007,23(2):167-172. 被引量:2
  • 7Rossman L A, Clark R M, Grayman W M. Modeling chlorine residuals in drinking-water distribution systems[J]. Journal of Environmental Engineering, 1994,120 (4):803.
  • 8Mays L W. Water distribution systems handbook [ M ]. New York: McGraw-Hill, 1999.
  • 9Clark RM, Grayman W M, Males R M, et al. Modeling contaminant propagation in drinking water distribution systems [J]. Journal of Environment Engineering, 1993,119 ( 2 ) :349.
  • 10Biswas P,Lu C S,Clark R M. A model for chlorine concentration decay in pipes[J]. Water Research, 1993,27(12):1715.

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