Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site

Terrain conditions may significantly affect the near-ground-layer wind speed in coastal areas. In this research, wind tunnel tests and computational fluid dynamics (CFD) were performed to investigate the impact of topographic changes on the local wind field at coastal bridge sites. Considering the g...

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Main Authors: Ziyong Lin, Dandan Xia, Yan Jiang, Zhiqun Yuan, Huaifeng Wang, Li Lin
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/13/7/1223
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author Ziyong Lin
Dandan Xia
Yan Jiang
Zhiqun Yuan
Huaifeng Wang
Li Lin
author_facet Ziyong Lin
Dandan Xia
Yan Jiang
Zhiqun Yuan
Huaifeng Wang
Li Lin
author_sort Ziyong Lin
collection DOAJ
description Terrain conditions may significantly affect the near-ground-layer wind speed in coastal areas. In this research, wind tunnel tests and computational fluid dynamics (CFD) were performed to investigate the impact of topographic changes on the local wind field at coastal bridge sites. Considering the geographic information system (GIS) information of an offshore bridge site, a 1:1000 topographic model was constructed to conduct tests in the wind tunnel lab under different wind directions. The influences of terrain conditions on localized wind characteristics such as the wind speed and wind attack angle under different test conditions were obtained. The results show that the wind angle varied between −6° and 6° under different conditions. To more comprehensively show the radius of influence on the local terrain, a CFD simulation was conducted. To verify the results of the wind tunnel tests, the SST k-ω model was compared and selected for simulation in this research. The influence radius of localized wind characteristics was determined by CFD simulation. The results indicate that the original topography showed “reverse amplification” on the leeward side, resulting in complex wake flows. These results may provide a reference for the design of wind-resistant structures such as bridges and offshore wind turbines in coastal areas.
format Article
id doaj-art-73a9031545b74ceb9bc25994d6fb063e
institution Kabale University
issn 2077-1312
language English
publishDate 2025-06-01
publisher MDPI AG
record_format Article
series Journal of Marine Science and Engineering
spelling doaj-art-73a9031545b74ceb9bc25994d6fb063e2025-08-20T03:32:32ZengMDPI AGJournal of Marine Science and Engineering2077-13122025-06-01137122310.3390/jmse13071223Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge SiteZiyong Lin0Dandan Xia1Yan Jiang2Zhiqun Yuan3Huaifeng Wang4Li Lin5School of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, ChinaSchool of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, ChinaSchool of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, ChinaSchool of Mechanical and Automotive Engineering, Xiamen University of Technology, Xiamen 361024, ChinaSchool of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, ChinaSchool of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, ChinaTerrain conditions may significantly affect the near-ground-layer wind speed in coastal areas. In this research, wind tunnel tests and computational fluid dynamics (CFD) were performed to investigate the impact of topographic changes on the local wind field at coastal bridge sites. Considering the geographic information system (GIS) information of an offshore bridge site, a 1:1000 topographic model was constructed to conduct tests in the wind tunnel lab under different wind directions. The influences of terrain conditions on localized wind characteristics such as the wind speed and wind attack angle under different test conditions were obtained. The results show that the wind angle varied between −6° and 6° under different conditions. To more comprehensively show the radius of influence on the local terrain, a CFD simulation was conducted. To verify the results of the wind tunnel tests, the SST k-ω model was compared and selected for simulation in this research. The influence radius of localized wind characteristics was determined by CFD simulation. The results indicate that the original topography showed “reverse amplification” on the leeward side, resulting in complex wake flows. These results may provide a reference for the design of wind-resistant structures such as bridges and offshore wind turbines in coastal areas.https://www.mdpi.com/2077-1312/13/7/1223coastal bridge sitelocal terrain effecttopographic variationwind tunnel testingCFD simulationwind field characteristics
spellingShingle Ziyong Lin
Dandan Xia
Yan Jiang
Zhiqun Yuan
Huaifeng Wang
Li Lin
Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
Journal of Marine Science and Engineering
coastal bridge site
local terrain effect
topographic variation
wind tunnel testing
CFD simulation
wind field characteristics
title Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
title_full Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
title_fullStr Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
title_full_unstemmed Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
title_short Experimental and Numerical Investigation of Localized Wind Effects from Terrain Variations at a Coastal Bridge Site
title_sort experimental and numerical investigation of localized wind effects from terrain variations at a coastal bridge site
topic coastal bridge site
local terrain effect
topographic variation
wind tunnel testing
CFD simulation
wind field characteristics
url https://www.mdpi.com/2077-1312/13/7/1223
work_keys_str_mv AT ziyonglin experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite
AT dandanxia experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite
AT yanjiang experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite
AT zhiqunyuan experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite
AT huaifengwang experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite
AT lilin experimentalandnumericalinvestigationoflocalizedwindeffectsfromterrainvariationsatacoastalbridgesite