International audience; This chapter summarizes the one-dimensional modeling of transients in a pipeline, commonly used for detection and location of faults (such as leaks and obstructions) by means of model-based methods. The modeling starts with the discretization via finite-difference method of classical water hammer equations. The result of such a discretization is a system of ordinary differential equations, which is considered together with boundary conditions that represent faults and pipeline accessories. Some illustrative results are finally given based on a test bench.

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http://dx.doi.org/10.1007/978-3-319-55944-5 under the license http://www.springer.com/tdm
http://dx.doi.org/10.1007/978-3-319-55944-5_4 under the license http://www.springer.com/tdm
http://dx.doi.org/10.1007/978-3-319-55944-5_5 under the license http://www.springer.com/tdm

DOIS: 10.1007/978-3-319-55944-5 10.1007/978-3-319-55944-5_5 10.1007/978-3-319-55944-5_4

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Published on 01/01/2017

Volume 2017, 2017
DOI: 10.1007/978-3-319-55944-5
Licence: Other

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