Smart WDS management: Pipe burst detection using real-time monitoring data

Recently, advanced and smart techniques are being implemented for improving water distribution system (WDS) management and control. Those methods are mostly based on field data measured in real-time throughout the system of bigdata characteristics especially with respect to its volume and velocity. An interesting research issue is to investigate how to extract useful information from big data for efficient WDS management and control (e.g., pipe burst and leakage detection). This study applies the Western Electric Company (WEC) method, a statistical process control method, for pipe burst detection which plots field data measured in real-time around control limits obtained from historical normal field measurements. We investigate the impact of meter location and the number of meters on pipe burst detectability (i.e., detection probability and false alarm rate). Control and out-of-control pipe flow data are synthetically generated by using a hydraulic model of the Austin network and simulating pipe bursts under stochastic demand conditions.

[1]  Kevin E Lansey,et al.  Optimal meter placement for pipe burst detection in water distribution systems , 2016 .

[2]  Zoran Kapelan,et al.  Automated Detection of Pipe Bursts and Other Events in Water Distribution Systems , 2014 .

[3]  P D Widdop,et al.  A neural network approach to burst detection. , 2002, Water science and technology : a journal of the International Association on Water Pollution Research.

[4]  Costas Papadimitriou,et al.  Leakage detection in water pipe networks using a Bayesian probabilistic framework , 2003 .

[5]  Stephen R. Mounce,et al.  Burst detection using hydraulic data from water distribution systems with artificial neural networks , 2006 .

[6]  R. Fenner,et al.  Weighted Least Squares with Expectation-Maximization Algorithm for Burst Detection in U.K. Water Distribution Systems , 2014 .

[7]  R. Powell,et al.  Implicit state-estimation technique for water network monitoring , 2000 .

[8]  Larry W. Mays,et al.  Methodology for Optimal Operation of Pumping Stations in Water Distribution Systems , 1991 .

[9]  Joby Boxall,et al.  Development and Verification of an Online Artificial Intelligence System for Detection of Bursts and Other Abnormal Flows , 2010 .

[10]  S. Mounce,et al.  Identifying Sampling Interval for Event Detection in Water Distribution Networks , 2012 .

[11]  R. Fenner,et al.  Kalman Filtering of Hydraulic Measurements for Burst Detection in Water Distribution Systems , 2011 .

[12]  Zoran Kapelan,et al.  REAL-TIME LEAK DETECTION IN WATER DISTRIBUTION SYSTEMS , 2011 .

[13]  Kevin E Lansey,et al.  Water distribution system burst detection using a nonlinear Kalman filter , 2015 .

[14]  G Olsson,et al.  Failure monitoring in water distribution networks. , 2006, Water science and technology : a journal of the International Association on Water Pollution Research.

[15]  K. Lansey,et al.  Improving the rapidity of responses to pipe burst in water distribution systems: a comparison of statistical process control methods , 2015 .

[16]  Shuming Liu,et al.  A review of data-driven approaches for burst detection in water distribution systems , 2017 .

[17]  Andrew J. Day,et al.  Sensor-fusion of hydraulic data for burst detection and location in a treated water distribution system , 2003, Inf. Fusion.

[18]  F. J. Arregui,et al.  Burst Detection in Water Networks Using Principal Component Analysis , 2012 .

[19]  Kevin E Lansey,et al.  Optimal Meter Placement for Water Distribution System State Estimation , 2010 .