Latest revision as of 20:55, 1 February 2021

Abstract

International audience; The aim of this paper is to compare two analytic detection algorithms for pipeline leaks in order to assess their effectivity. Parameters such as precision and velocity to detect and locate a leak, algorithm complexity, and application facilities are evaluated, with the purpose of finding the most useful algorithm for a future real-time implementation on a Mexican aqueduct.

Original document

The different versions of the original document can be found in:

• http://dx.doi.org/10.1109/isic.2007.4359801

• https://doi.org/10.1109/isic.2007.4359801 under the license cc-by

• https://hal.archives-ouvertes.fr/hal-00206240

• http://xplorestaging.ieee.org/ielx5/4389190/4389191/04389327.pdf?arnumber=4389327,

http://dx.doi.org/10.1109/cca.2007.4389327

• http://yadda.icm.edu.pl/yadda/element/bwmeta1.element.ieee-000004389327,

https://dblp.uni-trier.de/db/conf/IEEEcca/IEEEcca2007.html#BegovichNSB07,

https://ieeexplore.ieee.org/document/4389327,

https://hal.archives-ouvertes.fr/hal-00206240,

https://academic.microsoft.com/#/detail/2128228903

DOIS: 10.1109/cca.2007.4389327 10.1109/isic.2007.4359801