Influence and mechanism of solids on the air pressure fluctuations on the building drainage system

Ping Xu, Ke Wang, Xue Fu, Zhuangzhuang Liu, Yilin Song
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Abstract

The conventional building drainage system was constructed based on the theory of two-phase flow involving water and air. However, the drainage system contained a more intricate three-phase flow, encompassing water, air, and solids, which was relatively overlooked in research. This study addressed the impact of solids on pressure fluctuations, air flow rates, and hydraulic jump fullness within the drainage system, considering three factors: the mass factor, cross-section factor, and viscosity. The investigation was conducted within a single-stack system using both experimental methods and CFD simulations. The findings revealed a positive correlation between both positive and negative pressures and above three factors. The mass factor and the cross-section factor had a more significant impact on the negative pressure of the system. The maximum growth rates of negative pressure extremes under different mass and cross-section factors reached 7.72 and 16.52%, respectively. In contrast, the viscosity of fecal sludge had a slightly higher effect on the positive pressure fluctuation of the drainage system, with the maximum growth rate of positive pressure extremes at 3.41%.
固体物质对建筑排水系统气压波动的影响和机理
传统的建筑排水系统是根据水和空气两相流动的理论构建的。然而,排水系统包含更为复杂的三相流,包括水、空气和固体,这一点在研究中相对被忽视。本研究探讨了固体对排水系统内压力波动、空气流速和水力跃层饱满度的影响,考虑了三个因素:质量因素、横截面因素和粘度。研究采用实验方法和 CFD 模拟在单层系统内进行。研究结果表明,正压和负压与上述三个因素之间存在正相关。质量因子和横截面因子对系统负压的影响更为显著。不同质量系数和截面系数下负压极值的最大增长率分别达到 7.72% 和 16.52%。相比之下,粪便污泥的粘度对排水系统正压波动的影响稍大,正压极值的最大增长率为 3.41%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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