A frequency domain burst detection technique for water distribution systems

We propose a method to identify leaks and bursts in pipeline networks. The method uses frequency domain analysis of transient signals. As transient signals are less prone to noise, the detectable range is much wider than that of acoustic signals. Continuous transient signals are obtained from pressure sensors deployed across an actual Water Distribution System (WDS) in Singapore. The signals are first filtered with wavelet transform to remove the high frequency noise. The de-noised signals are analyzed using spectrograms that reveal the energy of the signals in the Time-Frequency domain. After that, the Gabor transform is used to fine-tune the spectrograms' result. The novelty of this method, compared with conventional time domain methods (such as Inverse Transient Analysis (ITA) [1], Wavelet Transform [2]), is its simplicity and ability to provide more robust anomaly identification. Moreover, its performance is less dependent on the characteristics of the WDS. As a proof of concept, our method has been validated through emulated bursts on the WaterWiSe@SG [3] test bed.

[1]  Pratyusha Bhimavarapu Leak detection and calibration using transients and genetic algorithms , 2011 .

[2]  Ana Cristina Bicharra Garcia,et al.  ARTIFICIAL NEURAL NETWORKS ENSEMBLE USED FOR PIPELINE LEAK DETECTION SYSTEMS , 2008 .

[3]  Angus R. Simpson,et al.  Leak location in pipelines using the impulse response function , 2007 .

[4]  James A. Liggett,et al.  LEAKS IN PIPE NETWORKS , 1992 .

[5]  S. Beck,et al.  Pipeline Network Features and Leak Detection by Cross-Correlation Analysis of Reflected Waves , 2005 .

[6]  Bruno Brunone,et al.  Pipe system diagnosis and leak detection by unsteady-state tests. 1. Harmonic analysis , 2003 .

[7]  Angus R. Simpson,et al.  Experimental verification of the frequency response method for pipeline leak detection , 2006 .

[8]  Yongxin Guo,et al.  Hydraulic Pressure Signal Denoising Using Threshold Self-Learning Wavelet Algorithm , 2008 .

[9]  Michael Allen,et al.  Water Main Burst Event Detection and Localization , 2011 .

[10]  Hui Wang,et al.  Leak Detection of Water Pipeline Using Wavelet Transform Method , 2009, 2009 International Conference on Environmental Science and Information Application Technology.

[11]  Helena M. Ramos,et al.  Hydraulic Transients used for Leakage Detection in Water Distribution Systems , 2001 .

[12]  M. Chaudhry,et al.  Leak detection in pipes by frequency response method using a step excitation , 2001 .

[13]  Andrew J. Whittle,et al.  WaterWiSe@SG : a testbed for continuous monitoring of the water distribution system in Singapore , 2011 .

[14]  Witness Mpesha,et al.  Leak detection in pipes by frequency response method using a step excitation , 2001 .

[15]  Stewart Burn,et al.  An Approach to Leak Detection in Pipe Networks Using Analysis of Monitored Pressure Values by Support Vector Machine , 2009, 2009 Third International Conference on Network and System Security.

[16]  Gustaf Olsson,et al.  Assessing water mains condition using hydraulic transients , 2007 .

[17]  Helena M. Ramos,et al.  Case Studies of Leak Detection and Location in Water Pipe Systems by Inverse Transient Analysis , 2010 .

[18]  J. Liggett,et al.  Experimental Observation and Analysis of Inverse Transients for Pipeline Leak Detection , 2007 .

[19]  J. Liggett,et al.  Inverse Transient Analysis in Pipe Networks , 1994 .

[20]  Silvia Meniconi,et al.  Wavelets for the Analysis of Transient Pressure Signals for Leak Detection , 2007 .

[21]  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.