RANS-Based Modelling of Turbulent Flow in Submarine Pipe Bends: Effect of Computational Mesh and Turbulence Modelling

Author:

Yang Qi12,Dong Jie34,Xing Tongju34,Zhang Yi5,Guan Yong34,Liu Xiaoli6,Tian Ye34ORCID,Yu Peng34ORCID

Affiliation:

1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

2. Department of Civil and Environmental Engineering, Politecnico di Milano, 20133 Milan, Italy

3. Key Laboratory of Geological Safety of Coastal Urban Underground Space, Ministry of Natural Resources, Qingdao 266100, China

4. Qingdao Geo-Engineering Surveying Institute, Qingdao Geological Exploration Development Bureau, Qingdao 266100, China

5. Qingdao Product Quality Testing Research Institute, Qingdao Product Quality Testing Technology Institute, Qingdao 266000, China

6. College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China

Abstract

Pipe bend is a critical integral component, widely used in slurry pipeline systems involving various engineering applications, including natural gas hydrate production. The aim of this study is to assess the capability of RANS-based CFD models to capture the main features of the turbulent single-phase flow in pipe bends, in view of the future investigation of the hydrate slurry flow in the same geometry. This is different from the available literature in which only a few accounted for the effects of a combination of computational mesh, turbulence model, and near-wall treatment approach. In this study, three types of mesh configuration were adopted to carry out the computations, namely unstructured mesh and two structured meshes with a uniform and nonuniform inflation layer, respectively. To explore the influence of the turbulence model, standard k-ε, low-Reynolds k-ε, and nonlinear eddy viscosity turbulence model were selected to close RANS equations. Pressure coefficient, mean axial velocity, turbulence intensity, secondary flow velocity, and magnitude of secondary flow were regarded as the critical variables to make a comprehensive sensitivity analysis. Predicted results suggest that turbulent kinetic energy is the most sensitive variable to the computational mesh while others tend to stabilize. The largest difference of turbulence kinetic energy was around 26% between unstructured mesh and structured mesh with a nonuniform inflation layer. Additionally, a fully resolved boundary layer can reduce the sensitivity of mesh on turbulent kinetic energy, especially for a nonlinear turbulence model. However, the large gradient and peak value of turbulence intensity near the inner wall of the bend was not captured by the case with a fully resolved boundary layer, compared with that of the wall function used. Furthermore, it has been confirmed that the same rule was detected also for different curvature ratios, Reynolds numbers, and dimensionless wall distance y+.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

MDPI AG

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference40 articles.

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5. Weske, J.R. (1948). Experimental Investigation of Velocity Distributions Downstream of Single Duct Bends, National Advisory Committee for Aeronautics. Report No. NACA-TN-1471.

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