Multi-stage parameter-constraining inverse transient analysis for pipeline condition assessment
Author(s) -
Chi Zhang,
Aaron C. Zecchin,
Martin F. Lambert,
Jinzhe Gong,
Angus R. Simpson
Publication year - 2018
Publication title -
journal of hydroinformatics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.654
H-Index - 50
eISSN - 1465-1734
pISSN - 1464-7141
DOI - 10.2166/hydro.2018.154
Subject(s) - pipeline transport , pipeline (software) , discretization , transient (computer programming) , inverse , stage (stratigraphy) , inverse problem , fault (geology) , estimation theory , computer science , sensitivity (control systems) , parameter space , focus (optics) , algorithm , mathematical optimization , engineering , mathematics , statistics , geology , mathematical analysis , mechanical engineering , physics , electronic engineering , paleontology , geometry , optics , seismology , operating system
Fault detection in water distribution systems is of critical importance for water authorities to maintain pipeline assets effectively. This paper develops an improved Inverse Transient Analysis (ITA) method for the condition assessment of water transmission pipelines. For long transmission pipelines ITA approaches involve models using hundreds of discretized pipe reaches (therefore hundreds of model parameters). As such, these methods struggle to accurately and uniquely determine the many parameter values, despite achieving a very good fit between the model predictions and measured pressure responses. In order to improve the parameter estimation accuracy of ITA applied to these high dimensional problems, a multi-stage parameter-constraining ITA approach for pipeline condition assessment is proposed. The proposed algorithm involves the staged constraining of the parameter search-space to focus the inverse analysis on pipeline sections that have a higher likelihood of being in an anomalous state. The proposed method is verified by numerical simulations, where the results confirm that the parameters estimated by the proposed method are more accurate than the conventional ITA. The proposed method is also verified by a field case study. Results show that anomalies detected by the proposed methods are generally consistent with anomalies detected by ultrasonic measurement of pipe wall thickness.
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