基于流体力学理论的地铁站台端客流模型研究
[Abstract]:At present, the design of station facilities is mainly based on the "Subway Design Code", combined with the long-term prediction of the high peak value of passenger flow to determine the size of the facility, and often ignore the dynamic impact of passenger flow. It is very difficult for station facilities to fully adapt to the flow state of passenger flow, which affects the full exertion of the overall capacity of the facility system. Therefore, in order to realize the optimal design of traffic facilities, it is necessary to deeply study the movement law of passenger flow. Fully grasp the movement of passenger flow in station facilities. There is a certain similarity between the passenger flow and the fluid in urban rail transit. It is an urgent problem to use the theory of fluid mechanics to study the characteristics of passenger flow. The application of the basic theory of fluid mechanics in the study of traffic flow theory also makes it inevitable to introduce this theory into the study of passenger flow. By analyzing the similarity between passenger flow and fluid in urban rail transit, this paper puts forward the hypothesis of passenger flow continuity successively, the concept of passenger flow pressure P (facility pressure), and makes a sharp contrast and transformation to its corresponding parameters, mainly including speed. Density, flow rate, pressure, flow section and so on, which provide theoretical support for the effective application of hydrodynamics to passenger flow research. The continuity equation, differential equation of motion and Bernoulli equation of passenger flow under certain conditions are deduced and verified by the theory of fluid mechanics, and the mathematical model is analyzed in detail in combination with the law of passenger flow. The relationship between stair width and passenger flow velocity, velocity change rate, passenger flow pressure (facility pressure) and pressure change rate are studied by establishing a combined model of platform and different stair width (4mm ~ 5m ~ (-5) m ~ (-5) m ~ (6) ~ (4) m / m ~ (7 m). The main conclusions of this paper are as follows: the hydrodynamic theory can be applied to the study of urban rail transit passenger flow through certain conditional assumptions; By using the derived mathematical model, the causes of some phenomena in passenger flow movement can be explained in essence, and the calculation and analysis of different stair width and platform combination model can provide a reference for the choice of stair width at platform end. The trapezoidal model of traffic flow in congested area is put forward through the investigation of passenger flow on the platform of some urban rail transit stations in Beijing.
【学位授予单位】:北京交通大学
【学位级别】:硕士
【学位授予年份】:2012
【分类号】:U293.13
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