Abstract
Flow fields around reformed earth embankment windbreak walls (REEWWs) with five different porosities under crosswind were studied using the improved delayed detached eddy simulation (IDDES) based on the SST κ-ω turbulence model by computational fluid dynamics (CFD) in this paper. Based on the simulated flow field results, the finite element method (FEM) was adopted to analyze the wind-induced displacement of the catenary. The spatial dimensions of the five REEWWs were identical, but they had different porosities, with values of 0%, 12.5%, 25%, 37.5%, and 50%. The three-dimensional effects of the porosity on the flow structures and streamline patterns around the REEWWs and catenary, and wind-induced displacement of the catenary were investigated. The numerical algorithm used in this study was verified with the results from field tests. The results showed that installing a porous windshield on the top of the earth embankment windbreak wall will change the original flow structures. The windshield with a porosity of 37.5% reduced the wind speed around the catenary by 61.25% for line1 and 89.36% for line2, and the displacement of the catenary was reduced by 96.86%. Therefore, the protection performance of the catenary was improved.
| Original language | English |
|---|---|
| Article number | 104652 |
| Journal | Journal of Wind Engineering and Industrial Aerodynamics |
| Volume | 214 |
| DOIs | |
| Publication status | Published - Jul 2021 |
| Externally published | Yes |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
Keywords
- CFD
- Crosswind
- FEM
- Flow field
- Porosity
- Wind-induced displacement
- Windbreak wall
ASJC Scopus subject areas
- Civil and Structural Engineering
- Renewable Energy, Sustainability and the Environment
- Mechanical Engineering
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