Development of an experimental facility for measuring pressure waves generated by high-speed trains

2010 ◽  
Vol 98 (1) ◽  
pp. 55-61 ◽  
Author(s):  
Tetsuya Doi ◽  
Takanobu Ogawa ◽  
Takanori Masubuchi ◽  
Jiro Kaku
Author(s):  
Zhiying He ◽  
Chunjun Chen ◽  
Dongwei Wang ◽  
Jia Hu ◽  
Lu Yang

Traditional control algorithm of shutting down the air ducts for a fixed period is not applicable to take both the riding comfort and the air quality inside high-speed train carriages into account in long tunnels. Inspired by the morphological similarity of the tunnel pressure waves generated by the same train passes through the same tunnel, an upgraded iterative learning control algorithm for suppressing the air pressure variation excited by the quasi-periodic varying-amplitude tunnel pressure wave is developed. Firstly, the mathematical model of the control system is established, in which the air ducts, gaps and random interferences are considered. Then, the methodology of determining the goal in each iteration is formed, and the implementation of the iterative learning control algorithm is discussed. Finally, simulations of the algorithm are carried out. The simulation results show that in the upgraded iterative learning control algorithm, both the goal and the output of the air pressure inside the carriage will converge into a range determined by the amplitude and random interferences. By comparing with the traditional control algorithm, the upgraded iterative learning control algorithm is more adaptable to meet the needs of riding comfort.


Author(s):  
Fermin Navarro-Medina ◽  
Angel Sanz-Andres ◽  
Isabel Perez-Grande

A new theoretical approach on the determination of the conditions for the initiation of the motion of the ballast stones due to the wind gust created under the high-speed trains has been recently developed (Sanz-Andres & Navarro-Medina, 2009). This determination is critical to predict the starting of ballast pick-up, because once the motion is initiated a saltation-like chain reaction could take place. Sometimes the flying stones reach an height which is larger than the lowest parts of the train, striking them (and the track surroundings) producing considerable damage that are to be avoided e.g. by limiting the maximum allowed operational train speed. The aim of this contribution is to present the experimental results that have been obtained to check the validity of the proposed model. The experimental facility is a wind tunnel, with a gust generator, with a maximum wind speed of some 20 m/s (65.6 ft/s) and 10 Hz gust frequency. The test section is 0.39 m × 0.54 m (15.4 in × 21.3 in), which is suitable to perform experiments with stone models. It is shown that in the range of parameters explored, the experimental results are in good agreement with the theoretical model predictions. In this contribution the theoretical model is summarized, the experimental facility is described, showing some of its typical performances, the experimental procedure is outlined, and the experimental results are compared with the theoretical predictions.


Author(s):  
Chun-jun Chen ◽  
Zhi-ying He ◽  
Yong-ping Feng ◽  
Lu Yang

To study the transmission of air pressure from external to internal carriage of high-speed trains, an internal pressure model excited by tunnel pressure wave is established. Firstly, factors affecting the air pressure transmission are analysed. Then, the semi-empirical models of the internal pressure caused by a single factor are established based on both the theoretical analysis and experimental data: (1) by applying the finite element method, effects of carbody deformation are studied; (2) based on the static air tightness test, the transmission from the gaps is modelled and (3) the model of the air ducts are surveyed on the base of the characteristics of the ventilation fans and valves. Finally, three routes are comprehensively considered and a coupling model of the internal pressure is established. Simulation results shows the model is adaptable in predicting the internal pressure under excitation of tunnel pressure waves. Besides, the effect of the factors on internal pressure are studied based on the models. Among the factors, the deformation has the least effect. Meanwhile, the air ducts are the dominant factor that affects the internal pressure at high opening degree, while the gaps will become the dominant factor when the opening degree of air ducts is relatively low.


2020 ◽  
Vol 140 (5) ◽  
pp. 349-355
Author(s):  
Hirokazu Kato ◽  
Kenji Sato

2016 ◽  
pp. 7-8
Author(s):  
Eric Nyberg ◽  
Jian Peng ◽  
Neale R. Neelameggham

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