市域铁路隧道压力波数值方法初探
[Abstract]:With the development of the world economy, people pay more and more attention to urban rail transit, especially the construction and development of urban subway. Considering the cost of the subway, the section of the subway tunnel is small and the subway train is not closed. However, with the increasing of the speed of the ground train, the aerodynamic problems can not be ignored, such as the tunnel pressure wave. Driving resistance and ride personnel comfort and so on. So it is necessary to simulate the pressure wave of subway tunnel for the future development and improvement of urban rail transit. Ground trains generally operate underground, and the air flow caused by train operation is also restricted by space, which is the same as that of high-speed trains passing through tunnels. However, considering the tunnel structure and train operation mode, the subway train passing through the tunnel has its complexity: from the tunnel structure, there are stations in the subway tunnel, ventilation shaft on both sides of the station and between the station and the station; In terms of train operation mode, there are many trains running in the subway tunnel, and the train in the tunnel must be leveled, accelerated, decelerated and stopped again and again. So it is difficult to simulate the pressure wave of subway tunnel. Considering the complexity of subway tunnel structure and train operation mode, it is difficult to simulate the pressure wave of subway tunnel by three-dimensional numerical method. Based on the research of relevant scholars, the one-dimensional numerical simulation method for pressure wave of subway tunnel is studied, and the program for simulating the pressure wave of subway train passing through tunnel is compiled for the first time, based on the unequal entropy flow model and the generalized Riemann variable characteristic line method. In this paper, taking the constant speed tracking of two trains in a tunnel with four shafts as an example, the reasonableness of the pressure wave of the body of the train is analyzed by combining the train track and the reflection diagram of the wave. The influence of departure interval and train speed on the external pressure is studied. It is concluded that the pressure wave will produce new pressure wave after the shaft position is launched, and the pressure fluctuation produced by the former train will affect the external pressure of the second car when the two trains in the tunnel are running. Shortening the departure time interval can reduce the maximum value of the external pressure, and a proper reduction of the speed can reduce the maximum value of the external pressure.
【学位授予单位】:兰州交通大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U451.3
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