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节点流量调整法用于供水管网事故校核 被引量:4

Node Flow Regulation Method for Checking Failure in Water Supply Network
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摘要  分析了传统管网事故校核方法存在的缺陷,即假定每个节点的用水量等比例减少,不符合管网实际工作情况,提出了新的管网事故校核法———节点流量调整法(调整水压不足节点的用水量),并结合算例与传统方法进行了比较,认为该方法的校核结果更接近实际。 Analysis was made on defect of traditional checking of the fault in water supply pipe network - assuming that each node demand was reduced in equivalent proportion,it did not accord with the practical working status of network.Therefore,a new approach for failure checking - node flow regulation was proposed (regulation of node demand under inadequate pressure).In comparison with traditional method by means of calculation example,it is believed that the checking result of the new approach is more practicable.
作者 吴一蘩
出处 《中国给水排水》 CAS CSCD 北大核心 2004年第7期62-64,共3页 China Water & Wastewater
关键词 供水管网 事故校核 节点流量调整法 water supply network failure checking node flow regulation method
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同被引文献28

  • 1周建华,赵洪宾,胡文茜.城市供水管网事故时的水力分析[J].给水排水,2004,30(8):104-107. 被引量:10
  • 2阎立华,张莉莉,王玉宇.供水水量不足情况下给水管网的水力计算方法[J].沈阳建筑大学学报(自然科学版),2005,21(2):134-137. 被引量:6
  • 3章征宝,余云进,徐得潜,祝健.基于蒙特卡罗法的城市给水管网可靠性分析[J].给水排水,2007,33(7):106-109. 被引量:13
  • 4骆碧君.基于可靠度分析的供水管网优化研究[D]天津大学,2010. 被引量:1
  • 5Zhao Y,Lou B,Zhuang B,et al.Hydraulic and water quality reliability analysis of water distribution system J. 2010 2nd Conference on Environmental Science and Information Application Technology . 2010 被引量:1
  • 6Wagner J M, Shamir U, Marks D H. Water distribution reliability: simulation methods [ J ]. Journal of Water Resources Planning and Management, 1988, 114 (3) : 276 - 294. 被引量:1
  • 7Wu Z Y, Wang R H, Walski T M, et al. Extended global-gradient algorithm for pressure-dependent water distribution analysis [ J ]. Journal of Water Resources Planning and Management-ASCE, 2009,135 ( 1 ) : 13 - 22. 被引量:1
  • 8Tabesh M, Shirzad A, Arefkhani V, et al. A comparative study between the modified and available demand driven based models for head driven analysis of water distribution networks [ J ]. Urban Water Journal, 2014,11 (3) :221 -230. 被引量:1
  • 9Giustolisi O, Walski T M. Demand components in water distribution network analysis [ J ]. Journal of Water Resources Planning and Management-ASCE, 2012, 138(4) :356 -367. 被引量:1
  • 10Cheung P B, Van Zyl J E, Reis L F R. Extension of epanet for pressure driven demand modeling in water distribution system [ C ]. Exeter, United kingdom: Centre for Water Systems ,2005. 被引量:1

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