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Analysis Model of Physical Leakage Flow Based on Blind Source Separation Theory

  • Jinliang Gao*
  • , Fang Yao
  • , Yongpeng Xu
  • , Guosheng Sun
  • , Chengzhi Zheng
  • , Shihua Qi
  • , Fuyi Cui
  • *Corresponding author for this work
  • Harbin Institute of Technology
  • Guangdong Holding Limited

Research output: Contribution to journalConference articlepeer-review

Abstract

A new physical leakage flow analysis model is established based on blind source separation theory (BSS). The model simultaneously considers the correlation and uncertainty between water consumption and physical leakage flow, takes constraints independent component analysis (CICA) algorithm in BSS, respectively establishes reference vector of water consumption and physical leakage flow to obtain the waveform information of physical leakage flow. The standard deviation and mean of the two flows are respectively calculated based on water balance analysis report and minimum night flow, to achieve the amplitude reduction of physical leakage flow. This analysis model is the application of the high-order statistical information of water distribution network operation data with high simulation accuracy.

Original languageEnglish
Pages (from-to)269-277
Number of pages9
JournalProcedia Engineering
Volume186
DOIs
StatePublished - 2017
Event18th International Conference on Water Distribution Systems, WDSA 2016 - Cartagena, Colombia
Duration: 24 Jul 201628 Jul 2016

Keywords

  • Water distribution network
  • amplitude reduction
  • blind source separation
  • constraints independent component analysis
  • physical leakage flow

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