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Liquid Transport Pipeline Monitoring Architecture Based on State Estimators for Leak Detection and Location
| dc.contributor.advisor | Sanjuán Mejía, Marco Enrique | |
| dc.contributor.advisor | Torres Ortiz, Flor Lizeth | |
| dc.contributor.author | Jiménez Cabas, Javier Augusto | |
| dc.date.accessioned | 2018-05-31T20:32:48Z | |
| dc.date.available | 2018-05-31T20:32:48Z | |
| dc.date.issued | 2018 | |
| dc.identifier.uri | http://hdl.handle.net/10584/7933 | |
| dc.description | This research presents the implementation of optimization algorithms to build auxiliary signals that can be injected as inputs into a pipeline in order to estimate —by using state observers—physical parameters such as the friction or the velocity of sound in the fluid. For the state estimator design, the parameters to be estimated are incorporated into the state vector of a Liénard-type model of a pipeline such that the observer is constructed from the augmented model. A prescribed observability degree of the augmented model is guaranteed by optimization algorithms by building an optimal input for the identification. The minimization of the input energy is used to define the optimality of the input, whereas the observability Gramian is used to verify the observability. Besides optimization algorithms, a novel method, based on a Liénard-type model, to diagnose single and sequential leaks in pipelines is proposed. In this case, the Liénard-type model that describes the fluid behavior in a pipeline is given only in terms of the flow rate. This method was conceived to be applied in pipelines solely instrumented with flowmeters or in conjunction with pressure sensors that are temporarily out of service. The design approach starts with the discretization of the Liénard-type model spatial domain into a prescribed number of sections. Such discretization is performed to obtain a lumped model capable of providing a solution (an internal flow rate) for every section. From this lumped model, a set of algebraic equations (known as residuals) are deduced as the difference between the internal discrete flows and the nominal flow (the mean of the flow rate calculated prior to the leak). The residual closest to zero will indicate the section where a leak is occurring. The main contribution of our method is that it only requires flow measurements at the pipeline ends, which leads to cost reductions. Some simulation-based test | es_ES |
| dc.format | application/pdf | es_ES |
| dc.language.iso | eng | es_ES |
| dc.publisher | Universidad del Norte | es_ES |
| dc.title | Liquid Transport Pipeline Monitoring Architecture Based on State Estimators for Leak Detection and Location | es_ES |
| dc.type | masterThesis | es_ES |
| dc.rights.accessRights | openAccess | es_ES |
| dc.type.hasVersion | acceptedVersion | es_ES |
| dc.publisher.program | Maestría en en Ingeniería Mecánica | es_ES |
| dc.publisher.department | Ingeniegería Mecánica | es_ES |
| dc.creator.degree | Doctor en Ingeniería Mecánica | es_ES |
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