期刊文献+

Assessment on reliability of water quality in water distribution systems 被引量:1

Assessment on reliability of water quality in water distribution systems
在线阅读 下载PDF
导出
摘要 Water leaving the treatment works is usually of a high quality but its properties change during the transportation stage. Increasing awareness of the quality of the service provided within the water industry today and assessing the reliability of the water quality in a distribution system has become a major significance for decision on system operation based on water quality in distribution networks. Using together a water age model, a chlorine decay model and a model of acceptable maximum water age can assess the reliability of the water quality in a distribution system. First, the nodal water age values in a certain complex distribution system can be calculated by the water age model. Then, the acceptable maximum water age value in the distribution system is obtained based on the chlorine decay model. The nodes at which the water age values are below the maximum value are regarded as reliable nodes. Finally, the reliability index on the percentile weighted by the nodal demands reflects the reliability of the water quality in the distribution system. The approach has been applied in a real water distribution network. The contour plot based on the water age values determines a surface of the reliability of the water quality. At any time, this surface is used to locate high water age but poor reliability areas, which identify parts of the network that may be of poor water quality. As a result, the contour water age provides a valuable aid for a straight insight into the water quality in the distribution system. Water leaving the treatment works is usually of a high quality but its properties change during the transportation stage. Increasing awareness of the quality of the service provided within the water industry today and assessing the reliability of the water quality in a distribution system has become a major significance for decision on system operation based on water quality in distribution networks. Using together a water age model, a chlorine decay model and a model of acceptable maximum water age can assess the reliability of the water quality in a distribution system. First, the nodal water age values in a certain complex distribution system can be calculated by the water age model. Then, the acceptable maximum water age value in the distribution system is obtained based on the chlorine decay model. The nodes at which the water age values are below the maximum value are regarded as reliable nodes. Finally, the reliability index on the percentile weighted by the nodal demands reflects the reliability of the water quality in the distribution system. The approach has been applied in a real water distribution network. The contour plot based on the water age values determines a surface of the reliability of the water quality. At any time, this surface is used to locate high water age but poor reliability areas, which identify parts of the network that may be of poor water quality. As a result, the contour water age provides a valuable aid for a straight insight into the water quality in the distribution system.
出处 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2004年第5期481-484,共4页 哈尔滨工业大学学报(英文版)
基金 SponsoredbytheScientificResearchFoundationofHarbinInstituteofTechnology(GrantNo .HIT .2 0 0 1 .54) .
关键词 reliability of water quality reliability index maximum water age contour water age water distribution systems 供水系统 水质 水位 水处理 水分配网络
  • 相关文献

参考文献1

二级参考文献2

共引文献23

同被引文献6

  • 1伍悦滨,刘天顺.基于瞬变反问题分析的给水管网漏失数值模拟[J].哈尔滨工业大学学报,2005,37(11):1483-1485. 被引量:19
  • 2康华,伍悦滨,蒋白懿.低速条件下给水管线中余氯衰减模拟研究[J].沈阳建筑大学学报(自然科学版),2006,22(3):470-473. 被引量:3
  • 3Chaudhry H.Applied Hydraulic Transients[M].Second Edition.VAN NOSTRAND REINHOLD COMPANY,1987.
  • 4Karney W,Mcinnis D.Efficient Calculation of Transient Flow in Simple Networks[J].Journal of Hydraulic Engineering,1992,118(7):1014-1030.
  • 5Rossman A,Boulos F.Numerical methods for modeling water quality in distribution systems:a comparison[J].Journal of Water Resources Planning and Management.1996,122(2):137-146.
  • 6Rossman A.EPANET2 Users manual[M].Water Supply and Water Resources Division.National Risk Management Research Laboratory.U.S.Environmental Protection Agency.Cincinnati,Ohio,2000.

引证文献1

二级引证文献2

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