Abstract

This work deals with the Leak Detection and Isolation (LDI) problem in water pipelines based on some heuristic method and assuming only flow rate and pressure head measurements at both ends of the duct. By considering the single leak case at an interior node of the pipeline, it has been shown that observability is indeed satisfied in this case, which allows designing an observer for the unmeasurable state variables, i.e., the pressure head at leak position. Relying on the fact that the origin of the observation error is exponentially stable if all parameters (including the leak coefficients) are known and uniformly ultimately bounded otherwise, the authors propose a bank of observers as follows: taking into account that the physical pipeline parameters are well-known, and there is only uncertainty about leak coefficients (position and magnitude), a pair of such coefficients is taken from a search space and is assigned to an observer. Then, a Genetic Algorithm (GA) is exploited to minimize the integration of the square observation error. The minimum integral observation error will be reached in the observer where the estimated leak parameters match the real ones. Finally, some results are presented by using real-noisy databases coming from a test bed plant built at Cinvestav-Guadalajara, aiming to show the potentiality of this method.

Highlights

  • Fluid transport is a significant issue in the world today

  • Texmelucan, Puebla in 2010, and more recently in the Tuxpan-Tula poly-duct in the municipality of Tlahuelilpan, Hidalgo in 2019, where many people died as a result of an explosion caused by illegal

  • The pilot plant referred above was manufactured with PP-R (Polypropylene Copolymer Random), and it is equipped with: two flow rate transducers (FT) and two pressure-head transducers (PT)

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Summary

Introduction

Fluid transport is a significant issue in the world today. Cities are continually demanding utilities, including drinking water, the distribution of oil products, the treatment of wastewater, etc., and pipelines are predominantly used to do this. There is a constant risk (in particular, for fuel pipelines) that accidents, environmental pollution or economic losses may occur if the fluid spreads through leaks. In this context, several critical incidents have recently occurred within Mexico, such as San Martín. On the other hand, according to the National Water Committee (CONAGUA) [1], about 40% of drinking water is lost due to leakage. There are entirely different explanations for each problem, both can be solved by using similar techniques

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