Leakage detection in water pipe networks using a Bayesian probabilistic framework

被引:149
作者
Poulakis, Z [1 ]
Valougeorgis, D [1 ]
Papadimitriou, C [1 ]
机构
[1] Univ Thessaly, Dept Mech & Ind Engn, Volos 38334, Greece
关键词
system identification; Bayesian method; leakage detection; water pipe networks;
D O I
10.1016/S0266-8920(03)00045-6
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A Bayesian system identification methodology is proposed for leakage detection in water pipe networks. The methodology properly handles the unavoidable uncertainties in measurement and modeling errors. Based on information from flow test data, it provides estimates of the most probable leakage events (magnitude and location of leakage) and the uncertainties in such estimates. The effectiveness of the proposed framework is illustrated by applying the leakage detection approach to a specific water pipe network. Several important issues are addressed, including the role of modeling error, measurement noise, leakage severity and sensor configuration (location and type of sensors) on the reliability of the leakage detection methodology. The present algorithm may be incorporated into an integrated maintenance network strategy plan based on computer-aided decision-making tools. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:315 / 327
页数:13
相关论文
共 24 条
[1]  
Andersen J.H., 2000, URBAN WATER, V2, P123, DOI [DOI 10.1016/S1462-0758(00)00050-9, 10.1016/S1462-0758(00)00050-9]
[2]   CONCEPT OF SIGNIFICANCE - INDEX FOR MAINTENANCE AND DESIGN OF PIPE NETWORKS [J].
ARULRAJ, GP ;
RAO, HS .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (11) :833-837
[3]   Updating models and their uncertainties. I: Bayesian statistical framework [J].
Beck, JL ;
Katafygiotis, LS .
JOURNAL OF ENGINEERING MECHANICS, 1998, 124 (04) :455-461
[4]  
BECK JL, 1989, P 5 INT C STRUCT SAF, P1395
[5]   A GRAPH-THEORETIC APPROACH TO EXPLICIT NONLINEAR PIPE NETWORK OPTIMIZATION [J].
BOULOS, P ;
ALTMAN, T .
APPLIED MATHEMATICAL MODELLING, 1991, 15 (09) :459-466
[6]   An improved genetic algorithm for pipe network optimization [J].
Dandy, GC ;
Simpson, AR ;
Murphy, LJ .
WATER RESOURCES RESEARCH, 1996, 32 (02) :449-458
[7]  
Goldberg D. E., 1999, GENETIC ALGORITHMS S
[8]   RELIABILITY-CONSTRAINED PIPE NETWORK MODEL [J].
GOULTER, IC ;
BOUCHART, F .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1990, 116 (02) :211-229
[9]   A probabilistic approach to structural model updating [J].
Katafygiotis, LS ;
Papadimitriou, C ;
Lam, HF .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 1998, 17 (7-8) :495-507
[10]  
KATAFYGIOTIS LS, 1998, P 12 ENG MECH C ASCE, P1379