Page 337 - 360.revista de Alta Velocidad - Nº 5
P. 337

Influence of Aerodynamics in Tunnels Design




                       However, ADIF (Spanish Railway Administrator) includes in the standard NAP 2-3-1.0 (2015), in
                   section 3.2 “Comfort criteria” the following summarized in the next table:



                                                                     Pressure Difference
                            TRAIN                  TUNNEL                                           t(s)
                                                                            (kPa)
                                                 Single track                2                       4
                       Non sealed trains
                                                 Double track                4                       4
                                                                             1                       1

                                              Single and Double              1.6                     3
                      Sealed trains (τ = 6s)
                                                    tracks                   2                      10
                                                                     3kPa during all the time the train is in tunnel

                                            Table 2 Comfort criteria included in NAP 2-3-1.0 (ADIF)


                   NAP 2-3-1.0 (2015) also indicates that the UIC Leaflet 779-11 (2005) Code cannot be used for
                   sizing, just for pre-sizing of the cross-section. However, during the first years of development of
                   the high speed in Spain, the UIC Leaflet and the Recommendations from the Ministry of Works
                   were also used.


                   3.     First steps


                   25 years ago or maybe before, aerodynamic issue was a totally unknown phenomenon in Spain.
                   The main reason was that this issue had never been considered because high speed lines were
                   not a reality in Spain.

                   The way in which as designers considered this aspect was the following. First of all, the UIC
                   Leaflet was considered for both constraints, health and comfort.

                   These first steps, which are described below, do not have to be the same as those in other
                   countries, since the evolution in this area has been very fast. On the other hand, the dimensioning
                   that is described is due to aerodynamic effects without taking into account the geometrical
                   condition, always existing, and which was always taken into account as will be seen below.

                   During the firsts years of evolution in the design of tunnels of High Speed Lines, the tools that
                   later would be available, have not been developed yet. This was the main reason why initially
                   the calculations, or rather estimations, were made in Spain by means of the leaflets provided
                   by UIC Code 779-11 (2005).
                   These leaflets were first developed in 1995, followed by the European Rail Research Institute
                   (ERRI) Specialist Committee C218 that in 2005, through the use of the SEALTUN and AIRSHAFT
                   programs,  these  international  leaflets  were  created  for  users.  The  main  idea  of  these
                   leaflets was to facilitate the sizing of the high-speed tunnel cross-section. Note that all the
                   recommendations, criteria and considerations that included these leaflets were the same ones
                   that were included in the 2008 TSI’s.

                   The calculation factors that the leaflets from UIC Code considered for sizing cross-sections are
                   the following:




                   International Congress on High-speed Rail: Technologies and Long Term Impacts - Ciudad Real (Spain) - 25th anniversary Madrid-Sevilla corridor  335
   332   333   334   335   336   337   338   339   340   341   342