Page 327 - 360.revista de Alta Velocidad - Nº 5
P. 327

Control and Maintenance of Railways through Satellites.
                   Is it possible?



                       In any element, we can distinguish two main types of maintenance, according to the occurrence
                   of the failure: preventive maintenance, when maintenance aims to avoid failure, and corrective
                   maintenance, which is done when the failure of the element has already occurred.
                   Preventive maintenance operations aim to minimize the likelihood of a failure in the elements,
                   due  to the  associated  operating  risks and  the  higher cost that  the  corrective maintenance
                   associated  with  the  failure entails.  Within  preventive  maintenance,  we  can  distinguish  the
                   predetermined maintenance (which is performed according to established time intervals or
                   operating units), and maintenance based on the condition, where the condition of the element
                   is monitored or inspected to determine the actions to be undertaken.
                   The railways are composed of a multitude of elements, with different modes of degradation and
                   maintenance operations. To determine how we can facilitate or improve maintenance through
                   the use of satellites, it is necessary to analyse the operations necessary to know the state of
                   the different subsystems. These surveillance operations can be done both on foot and on the
                   road on railway vehicles, whether these are specific to these tasks (or other maintenance),
                   commercial vehicles. All these operations have in common that they are carried out in the
                   own infrastructure. Surveillance tasks that can be remotely controlled (such as knowing the
                   occupation of a track circuit) are not the subject of the present study.
                   Each of the subsystems that compose the railway system is analysed, in order to ascertain
                   the  operations  that  can  be  carried  out  by  satellites.  In  the  infrastructure  subsystem1,  we
                   distinguish  the  track  from  the  platform.  The  first  includes  the  following  elements:  rails,
                   sleepers, fastenings, track foundation (ballast and sub-ballast), or concrete slabs, as well as
                   other devices that are placed on them: diversions, escapes, sleepers, expansion devices, etc. In
                   the second, we include the different types of civil works that we find in a railway infrastructure:
                   natural platform (embankments, trenches, form layer, etc.) and artificial platform (tunnels and
                   viaducts), as well as their drainage systems. The surveillance and inspection operations in this
                   subsystem focus on the following:

                   In  the  case  of the  track, it  is interesting  to  know both  the  state  of the  elements  and  the
                   geometric quality of the elements.

                   •  In the case of the condition of the elements, the main operations are the control of the rails
                       (wear and internal state by ultrasonic auscultation), as well as control of the condition of
                       the materials (ballast, sleepers, joints, fastenings, welds, Track, etc.).
                   •  In relation to the geometric quality, it is determined by five parameters: leveling, longitudinal
                       and transverse, alignment, gauge and warpage (UNE-EN 13.848-1: 2004). Measurement of
                       geometric quality is a way of measuring the state of the set, as it is influenced by the
                       state of the track elements themselves and by the underlying support structures (track
                       foundation and platform).
                   Regarding the platform, monitoring operations depend on the type of element. In embankments
                   and  trenches,  movements  are  sought,  paying  special  attention  to the  blocks that  can  be
                   detached and fall on the track in excavation zones.

                   In relation to the condition of the elements, the following specific aspects of certain elements
                   should be indicated:

                   •  Ballast: it is necessary to verify the possible contamination of the ballast. The contamination
                       is the ballast dust that stems from its crushing, and which is characterized by the whitish
                       colour that appears in the surface of the ballast layer. Other parameters to check are the
                       dimensions of the layer, the slopes, the ballast shoulder, the amount of existing ballast and
                       the presence of vegetation.
                   •  Sleepers: the maintenance operations consist on checking that are no cracks, and that no



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