Page 345 - 360.revista de Alta Velocidad - Nº 5
P. 345

Influence of Aerodynamics in Tunnels Design




                        speed of sound, and is affected by the inner structure of the tunnel: tracks, platform ...

                   •  Radiation of part of the micro - pressure wave to the outside (sonic boom). As the velocity
                       of the train increases at the entrance to the tunnel, the amplitude of the pressure wave
                       grows cubically


                   The effect called "Sonic Boom" is characterized by a sound similar to an explosion in some cases.
                   It can be detected even at distances of 1km, and it can cause vibrations in doors and windows
                   of nearby buildings. In addition, the strong sound generated causes a generally unacceptable
                   noise pollution.

                   The  maximum  value  of  these  micro  -  pressure  waves  is  approximately  proportional  to  the
                   pressure gradient of the wave arriving at the exit portal (generated by the entrance of the
                   train in the tunnel) and inversely proportional to the distance to which the train is located of
                   said portal.













                                                       Figure 5 Sonic Boom generation

                   Currently, from different countries, and mainly at European level, measures are contemplated
                   dissipating this effect once it has been proven to occur. However, there are still few actions that
                   arise at the construction project level, since this effect can not be reliably calculated with the
                   computer tools available today.
                   The most important measures used to mitigate this effect are detailed below. Some of them
                   can only be included in the drafting phase of the project since these are measures that affect
                   the construction of the tunnel. Other measures may be incorporated later, even if the tunnel
                   is in operation.
                   As a main measure to mitigate the effect of the "Sonic Boom" is considered the reduction of the
                   pressure gradient of the wave that reaches the exit portal of the tunnel once the train enters
                   the same. This is achieved mainly by reducing the speed at the entrance of the tunnel and
                   optimizing the aerodynamics of the nose of the train. These two measures can be implemented
                   even if the tunnel is in operation.
                   On the other hand, structural measures can be applied that help reduce the effects of the sonic
                   boom phenomenon. These measures could be:
                   •  Increase the free cross- section of the tunnel which is only possible in the design phase.
                   •  Modification of the design of the packaging: inclusion of "windows" or pores (also called
                       porous or perforated packaging). These "pores" act as pressure sinks. Another measure is
                       to modify the outer geometry of the portals making them flared, as well as to increase the
                       length of the same.
                   •  Use of ballasted track instead of slab track, since ballast, not being a continuous medium,
                       has gaps between the edges that act as "pressure absorbers".
                   •  Use of absorbent materials inside the lining (porous panels). This measure is very innovative
                       and it has detractors because of fire safety and durability.



                   International Congress on High-speed Rail: Technologies and Long Term Impacts - Ciudad Real (Spain) - 25th anniversary Madrid-Sevilla corridor  343
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