管道中滞留气团排放过程的二维数值模拟研究
A 2-D Numerical Simulation Study on the Process of Air Mass Emission in Pipeline
DOI: 10.12677/MOS.2018.73015, PDF,    国家自然科学基金支持
作者: 方浩宇, 周领*, 刘德有, 曹云, 赵越:河海大学水利水电学院,江苏 南京;刘贵仁, 乔木:国网新源控股有限公司白山抽水蓄能电站,吉林 桦甸
关键词: 排水管道瞬变流滞留气团VOF模型Drainage Pipe Transient Flow Retained Air Mass The VOF Model
摘要: 在极端暴雨条件下,城市雨洪排水管道中常会发生含滞留气团的瞬变流动。针对有压水流作用下滞留气团运动、排放的动态过程,本文采用VOF (Volume of Fluid Model)模型和k-ε湍流模型进行了二维数值建模和计算,并将模拟结果与已有实验观测结果进行对比分析。结果表明:VOF模型模拟出的滞留气团的运动过程、瞬态压力变化结果均与实验结果吻合。同时,对二维模拟时,主支管连接中可能存在的“等截面比例”和“等管径比例”两种简化方法进行了比较分析,比较结果表明,“等截面比例”方法计算的压力结果更接近实验值。
Abstract: Under severe rainstorm conditions, transient flow of trapped air masses often occurs in urban storm water drainage pipelines. In this paper, VOF (Volume of Fluid Model) model and k-ε turbu-lence model are used to simulate and calculate the dynamic process of the movement and emission of the stranded gas mass under the action of pressure flow. The simulation results are compared with the experimental results. The results show that the motion process and transient pressure variation of the trapped air masses simulated by the VOF model agree well with the experimental results. At the same time, the two simplified methods, such as “equal section ratio” and “equal diameter ratio”, are compared and analyzed in two-dimensional simulation. The comparison results show that the pressure result calculated by the “equal section ratio” method is closer to the experimental value.
文章引用:方浩宇, 周领, 刘贵仁, 乔木, 刘德有, 曹云, 赵越. 管道中滞留气团排放过程的二维数值模拟研究[J]. 建模与仿真, 2018, 7(3): 120-128. https://doi.org/10.12677/MOS.2018.73015

参考文献

[1] Huang, B., Wu, S., Zhu, D.Z., et al. (2018) Experimental Study of Geysers through a Vent Pipe Connected to Flowing Sewers. Water Science & Technology, 2018, Article ID: t2018085. [Google Scholar] [CrossRef] [PubMed]
[2] Cong, J., Chan, S.N. and Lee, J.H.W. (2017) Geyser Formation by Release of Entrapped Air from Horizontal Pipe into Vertical Shaft. Journal of Hydraulic Engi-neering, 143. [Google Scholar] [CrossRef
[3] Muller, K.Z., Wang, J. and Vasconcelos, J.G. (2017) Water Displacement in Shafts and Geysering Created by Uncontrolled Air Pocket Releases. Journal of Hydraulic Engineering, 143.
[4] 刘德有, 周领, 索丽生, 等. 水流冲击管道内滞留气团现象的VOF模型仿真分析[J]. 计算力学学报, 2009, 26(3): 390-394.
[5] 马佳杰, 周领, 刘德有, 等. 管内水流冲击滞留气团的CFD模拟方法验证[J]. 水电能源科学, 2016(12): 110-113.
[6] Zhou, L.D., Liu, D., Karney, B., et al. (2013) Phenomenon of White Mist in Pipelines Rapidly Filling with Water with Entrapped Air Pockets. Journal of Hydraulic Engineering, 139, 1041-1051. [Google Scholar] [CrossRef
[7] Zhou, L.D., Liu, D. and Karney, B. (2013) Investigation of Hy-draulic Transients of Two Entrapped Air Pockets in a Water Pipeline. Journal of Hydraulic Engineering, 139, 949-959. [Google Scholar] [CrossRef
[8] 郭艳惠, 刘德有, 周领. 关阀过程中管内瞬变流一二维数值模拟对比[J]. 人民黄河, 2013, 35(9): 122-124.
[9] Zhou, L., Liu, D. and Ou, C. (2011) Simulation of Flow Transients in a Water Filling Pipe Containing Entrapped Air Pocket with VOF Model. Engineering Applications of Computational Fluid Mechanics, 5, 127-140. [Google Scholar] [CrossRef
[10] 李东风, 潘杰, 陈海雄, 等. 河流连通工程防洪排涝影响二维数值模拟[J]. 人民黄河, 2016, 38(11): 31-33.
[11] 张根广, 高改玉, 田艳, 等. 横丹水电站下游冲刷坑二维数值模拟[J]. 应用基础与工程科学学报, 2017(6): 1139-1146.