Leak detection and localization of fluid-filled pipeline using accelerometer pairs and mode separation method

被引:0
|
作者
Huang, Yaohua [1 ]
Liu, Zelong [1 ]
Li, Suzhen [1 ,2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Siping 1239, Shanghai 200092, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Siping 1239, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Mode separation; Leak detection; Leak localization; Fluid-filled pipeline; Accelerometer pair arrangement; TDOA; AXISYMMETRICAL WAVES; PROPAGATION; PIPES; LOCATION;
D O I
10.1016/j.measurement.2024.115491
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Acoustic methods are commonly used to detect and locate leaks in pipelines, but they often overlook important multimodal characteristics of acoustic waves, limiting their applicability. Based on propagation theories regarding F(1,1) mode signal extraction, a new and easy-to-use method for leak detection and localization in pressurized pipelines is proposed. The F(1,1) mode signals are obtained using accelerometer pairs and mode separation method, which are then used to train detection models and to estimate the time difference of arrival (TDOA) for leak localization. Mode separation empowers the data-driven models with physically meaningful samples, aiming to broaden their applicability. The mode consistency between TDOA and velocity is achieved to ensure accurate leak localization. Experiments in buried water-filled ductile iron pipe (experiment A) and in fuel-filled iron pipe (experiment B) are conducted and the longest test distance reaches 72 m. The results validate that the employment of mode separation notably improves current leak detection and localization methods which primarily rely on original signals. The recognition rates rise about 3 %similar to 11 %, and the false alarm rates reduce about 1 %similar to 2 %, even when confronted with pipe junction interferences. Also, the leak localization errors are overall lower, with absolute errors below 2 m and relative errors less than 5 % of the test segment length for most cases.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Leak Detection for Self-Contained Fluid-Filled Cables using Regression Analysis
    Hao, L.
    Lewin, P. L.
    Swingler, S. G.
    Bradley, C.
    CONFERENCE RECORD OF THE 2010 IEEE INTERNATIONAL SYMPOSIUM ON ELECTRICAL INSULATION (ISEI), 2010,
  • [2] Leak Detection in Slow Oscillation High-Pressure Fluid-Filled Circuits
    Tylman, Wojciech
    Wenerski, Maciej
    Anders, George J.
    IEEE TRANSACTIONS ON POWER DELIVERY, 2014, 29 (02) : 769 - 776
  • [3] ANALYSIS OF PIPE WALL VIBRATION FOR LEAK DETECTION IN FLUID-FILLED PIPING SYSTEMS
    Gao, Yan
    Yang, Jun
    Liu, Yuyou
    Muggleton, Jennifer M.
    PROCEEDINGS OF THE 23RD INTERNATIONAL CONGRESS ON SOUND AND VIBRATION: FROM ANCIENT TO MODERN ACOUSTICS, 2016,
  • [4] A LEAK LOCALIZATION METHOD OF PIPELINE BY MEANS OF FLUID TRANSIENT MODEL
    KIUCHI, T
    JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 1993, 115 (03): : 162 - 167
  • [6] Research on Detection and Location of Fluid-Filled Pipeline Leakage Based on Acoustic Emission Technology
    Pan, Shengshan
    Xu, Zhengdan
    Li, Dongsheng
    Lu, Dang
    SENSORS, 2018, 18 (11)
  • [7] PIPELINE LEAK DETECTION BASED ON ACOUSTIC EMISSION USING EMPIRICAL MODE DECOMPOSITION METHOD
    Li, Yibo
    Li, Junlin
    Sun, Liying
    Jin, Shijiu
    Han, Shenghua
    IPC2008: PROCEEDINGS OF THE ASME INTERNATIONAL PIPELINE CONFERENCE - 2008, VOL 1, 2009, : 493 - 497
  • [8] Vibration analysis of a damaged fluid-filled pipeline based on energy finite element method
    Shang B.
    Zhu X.
    Li T.
    Liang X.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2019, 38 (21): : 31 - 36
  • [9] A BiLSTM Based Pipeline Leak Detection and Disturbance Assisted Localization Method
    Yang, Lei
    Zhao, Qing
    IEEE SENSORS JOURNAL, 2022, 22 (01) : 611 - 620
  • [10] Leak detection method of liquid-filled pipeline based on VMD and SVM
    Zhao, Si-Liang
    Liu, Shao-Gang
    Qiu, Bo
    Hong, Zhou
    Zhao, Dan
    Dong, Li-Qiang
    URBAN WATER JOURNAL, 2023, 20 (09) : 1169 - 1182