2019
DOI: 10.1002/aic.16532
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Long range pipeline leak detection and localization using discrete observer and support vector machine

Abstract: A realistic pipeline modeled by a nonlinear coupled first‐order hyperbolic partial differential equations (PDEs) system is studied for the long transportation pipeline leak detection and localization. Based on the so‐called water hammer equation, a linear distributed parameter system is obtained by linearization. The structure and energy preserving time discretization scheme (Cayley–Tustin) is used to realize a discrete infinite‐dimensional hyperbolic PDEs system without spatial approximation or model order re… Show more

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Cited by 37 publications
(7 citation statements)
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“…In addition, the dissipation function defines a variable χ (t) := Ẇ , such that Ẅ in (21) together with the uncertain terms in (22) become…”
Section: A Boundary Controlmentioning
confidence: 99%
“…In addition, the dissipation function defines a variable χ (t) := Ẇ , such that Ẅ in (21) together with the uncertain terms in (22) become…”
Section: A Boundary Controlmentioning
confidence: 99%
“…Data for training may be acquired through supervisory control and data acquisition (SCADA) system (physical sensors) or from the mathematical models of the pipelines (virtual sensors) [19]. In this study, OLGA simulator is used to generate pipeline data which is based on transient mathematical models and used by several studies [24,40,41].…”
Section: Case Study For Data Generationmentioning
confidence: 99%
“…Pipeline leak detection techniques can be mainly classified into hardware-based and software-based methods [7][8][9]. Hardware-based methods require the installation of external sensors Various software-based techniques like fuzzy systems [17] support vector machine [18][19][20][21], neural networks [22][23][24][25], statistical [26][27][28] and, transient models [29][30][31], etc. are applied in faults detection studies.…”
Section: Introductionmentioning
confidence: 99%
“…To determine the associated discrete operators, the resolvent operator is solved in a closed analytical form. Based on that, a discrete water hammer system is obtained in the discrete-time setting, and it is augmented with the measurement and state noise signals, which is amenable for discrete Kalman filter design [76].…”
Section: Single-phase Pipeline Hydraulic Modelmentioning
confidence: 99%