journal article·2023-06-01Open access

Numerical simulation of transient pipe flow with entrapped air and wet bed effects

Chunling Wang, Tibing Xu, Yin Wang, Jiajia Li, Chenhui Zhang

AIP Advances· Volume 13· Issue 6

Abstract

In this study, the evolution of transient pipe flow along the wet bed is numerically investigated. In the investigation, the shear stress transport k-ω model is used and the volume of fluid method is employed to track the surface of air and water. Two key parameters in the flow as upstream head H and initial water depth h in the pipe are examined. It is found that the bottom stress is significantly affected by the two parameters. The upstream head H determines the magnitude of the shear force, and the downstream water depth in the pipe affects the stability of the shear force. The boundary layer separation and flow pattern are the essential causes of shear instability. By analyzing the simulation results, an empirical equation with the average flow velocity is obtained to estimate the overflow capacity of the pipe by just the upstream water level and the depth of the wet bed.
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Research context

OpenAlex topics: Water Systems and Optimization · Lattice Boltzmann Simulation Studies · Fluid Dynamics and Turbulent Flows

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering and Architecture, Taizhou University 1 , Taizhou 318000, Zhejiang, China

School of Civil and Environmental Engineering, Ningbo University 2 , Ningbo 315211, Zhejiang, China

Institute of Disaster Prevention and Mitigation and Water Engineering Safety, Jiangxi Academy of Water Science and Engineering 3 , Nanchang 330029, Jiangxi, China

School of Hydraulic and Ecological Engineering, Nanchang Institute of Technology 4 , Nanchang 330099, Jiangxi, China

Funding

National Nature Science Foundation of China · China Postdoctoral Science Foundation Funded Project · Zhejiang Provincial Nature Science Foundation of China · Taizhou Science and Technology Bureau Projects

References (24)

Show source-provided references
1. Andrews, J. S., “Water hammer generated during pipeline filling,” Master’s thesis, Colorado State University, Fort Collins, Colo, 1970.
2. Measurements of mixed transient flows10.1061/(asce)0733-9429(1989)115:2(169) ↗
3. Kelvin–Helmholtz instability of finite amplitude10.1017/s0022112070001295 ↗
4. 2000
5. Pressure surges caused by air release in water pipelines10.1080/00221686.2016.1168324 ↗
6. Viscous potential flow analysis of Kelvin–Helmholtz instability in a channel10.1017/s0022112001005572 ↗
7. Numerical simulation of multiphase flows using an enhanced volume-of-fluid (VOF) method10.1016/j.ijmecsci.2021.106956 ↗
8. A review of level-set methods and some recent applications10.1016/j.jcp.2017.10.006 ↗
9. Transient conditions in the transition from gravity to surcharged sewer flow10.1139/l82-022 ↗
10. 2015
11. Surging in laboratory pipeline with steady inflow10.1061/jyceaj.0002111 ↗
12. Rigid-column model for rapid filling in a partially filled horizontal pipe10.1061/(asce)hy.1943-7900.0001849 ↗
13. Maximum transient pressures in a conduit with check valve and air entrainment
14. Entrapped air in pipelines
15. Interface-capturing methods for two-phase flows: An overview and recent developments
16. A review of VOF methods for simulating bubble dynamics10.1016/j.pnucene.2022.104478 ↗
17. Numerical study of air-water two-phase flow in a two-dimensional vertical helical channel10.1088/1873-7005/ab4e62 ↗
18. Level set methods: An overview and some recent results10.1006/jcph.2000.6636 ↗
19. Numerical experiments on the breaking of solitary internal waves10.1175/1520-0485(2002)032<1779:neotbo>2.0.co;2 ↗
20. Numerical analysis of dam-break waves propagating over dry and wet beds by the mesh-free method10.1016/j.oceaneng.2020.107969 ↗
21. Observations of air–water interaction in a rapidly filling horizontal pipe10.1061/(asce)0733-9429(2002)128:6(635) ↗
22. Transient flow in a rapidly filling horizontal pipe containing trapped air10.1061/(asce)0733-9429(2002)128:6(625) ↗
23. Impact pressure of dam-break waves on a vertical wall with various downstream conditions by an explicit mesh-free method10.1016/j.oceaneng.2022.111569 ↗
24. Analysis of pressure transient following rapid filling of a vented horizontal pipe10.3390/w10111698 ↗