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Numerical Simulation on Hydraulic Regime of a Single-stack Drainage System for Super-high-rise Building

机译:超高层建筑单层排水系统水力状况的数值模拟

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As the demand of the economic development and living environment, the height of the high-rise building becomes higher and higher, while the difficulty for drainage system design is encountered subsequently.There are two types of method to study the previous high-rise building drainage system: experiment and numerical analysis.After all, the experimental condition.is limited to study the super-high-rise building drainage system.Recently, numerical method is drawn more and more attention to simulate the performance of hydraulic property of the drainage system for super-high-rise building.In this paper, the air pressure fluctuation in a single-stack drainage system is analyzed by multiphase flow numerical simulation method,and the relation between the dimensionless pressure and flow rate is obtained.It is shown that the numerical simulation results are basically consistent with that of the verification experiment in the single-stack drainage system, and the relation between air pressure and the square of water flow rate is approximately linear.
机译:随着经济发展和居住环境的需求,高层建筑的高度越来越高,随之而来的是排水系统设计的困难。研究以往高层建筑排水的方法有两种。系统:实验和数值分析。毕竟,实验条件仅限于研究超高层建筑排水系统。近来,越来越多的数值方法受到关注,以模拟排水系统的水力性能。本文通过多相流数值模拟方法对单层排水系统中的气压波动进行了分析,得出了无量纲压力与流量的关系。模拟结果与单层排水系统的验证实验基本吻合,且空气压力a并且水流量的平方近似为线性。

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