Skip to main navigation Skip to search Skip to main content

The failure consequence evaluation model of urban water supply pipeline

  • Cheng Zhi Zheng*
  • , Jin Liang Gao
  • , Bing Chen
  • , Wen Jie He
  • *Corresponding author for this work
  • Harbin Institute of Technology
  • South China University of Technology
  • Tianjin Waterworks Group Company Ltd.

Research output: Contribution to journalArticlepeer-review

Abstract

To evaluate the working state after turning off some valves in an urban water distribution system(WDS) when there was a pipeline breakage, this paper established a failure consequence evaluation model, in which the node demands decrease of affected pipelines, the node demands decrease and the pressure reduction of non-affected pipelines were taken as three estimate indexes. And because all the variables were the node's properties, their values were easier to get from the hydraulic model. As a basis for the model, a micro-hydraulic model named water supply pipeline failure hydraulic model was established. It redistributed node demands firstly, and then automatically adjusted the node demands under node pressure, and was calculated by genetic algorithm(GA). By the simulation experiments in a small water distribution system, it showed that the assessment model worked well. According to the results, the reasonableness of the valve's arrangement and the role of some pipelines in the network can be effectively analyzed.

Original languageEnglish
Pages (from-to)56-60
Number of pages5
JournalHarbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume44
Issue number2
StatePublished - Feb 2012

Keywords

  • Failure consequence evaluation model
  • Risk assessment
  • Water distribution system
  • Water supply pipeline breakage

Fingerprint

Dive into the research topics of 'The failure consequence evaluation model of urban water supply pipeline'. Together they form a unique fingerprint.

Cite this