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The influence of terrain on the mean wind flow characteristics in a fjord

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dc.contributor Háskólinn í Reykjavík
dc.contributor Reykjavik University
dc.contributor.author Cheynet, Etienne
dc.contributor.author Liu, Shengnan
dc.contributor.author Ong, Muk Chen
dc.contributor.author Bogunović Jakobsen, Jasna
dc.contributor.author Snaebjornsson, Jonas Thor
dc.contributor.author Gatin, Inno
dc.date.accessioned 2021-03-02T16:08:04Z
dc.date.available 2021-03-02T16:08:04Z
dc.date.issued 2020-10
dc.identifier.citation Cheynet, E., Liu, S., Ong, M. C., Jakobsen, J. B., Snaebjornsson, J., & Gatin, I. (2020). The influence of terrain on the mean wind flow characteristics in a fjord. Journal of Wind Engineering and Industrial Aerodynamics, 205, 104331. https://doi.org/10.1016/j.jweia.2020.104331
dc.identifier.issn 0167-6105
dc.identifier.issn 1872-8197 (eISSN)
dc.identifier.uri https://hdl.handle.net/20.500.11815/2474
dc.description Publisher's version (útgefin grein)
dc.description.abstract Flow conditions in complex terrains such as fjords are highly three-dimensional and thus not properly captured by the wind flow models developed for homogenous terrains. In the present study, we explore the potential of computational fluid dynamics (CFD) simulations relying on the steady 3D Reynolds-averaged Navier-Stokes equations to complement in-situ measurements from a long-span bridge in a narrow fjord. The validation is done using velocity data recorded in 2017 and 2018 by nine sonic anemometers mounted above the deck of a fjord-crossing suspension bridge. The flow characteristics studied are the along-bridge profile of the mean wind velocity, mean wind direction and mean angle of attack. The simulated flow shows that the non-uniform distributions of the mean angles of attack and wind direction along the bridge span are likely due to side-valley flows, which under certain conditions, predominate over those coming from the main valley. The measurements suggest that wind conditions corresponding to the dominating side-valley flows are associated with a high turbulence intensity at the bridge deck position. The paper highlights the complementary role of CFD studies and in-situ measurements for the design of a wind-sensitive structure, which may not be available using traditional semi-empirical modelling of topography effects.
dc.description.sponsorship The support of the Norwegian Public Roads Administration and their assistance during the installation and maintenance of the monitoring system is gratefully acknowledged. This study was supported partly by computational resources provided by the Norwegian Metacenter for Computational Science (NOTUR), under Project No: NN9372K. We would like to thank Dr Ove Undheim (Kjeller Vindteknikk) for his advice regarding the post-processing of the topographic data and N. Alya for her help in accessing the data from the Idse weather station.
dc.format.extent 104331
dc.language.iso en
dc.publisher Elsevier BV
dc.relation.ispartofseries Journal of Wind Engineering and Industrial Aerodynamics;205
dc.rights info:eu-repo/semantics/openAccess
dc.subject Civil and Structural Engineering
dc.subject Full-scale
dc.subject Computational fluid dynamics
dc.subject Complex terrain
dc.subject Steady RANS
dc.subject Suspension bridge
dc.subject Byggingarverkfræði
dc.subject Burðarþolsfræði
dc.subject Straumfræði
dc.subject Hermun
dc.subject Straumfræði
dc.subject Landslag
dc.subject Firðir
dc.subject Þrívídd
dc.subject Vindálag
dc.subject Vindmælingar
dc.subject Hengibrýr
dc.title The influence of terrain on the mean wind flow characteristics in a fjord
dc.type info:eu-repo/semantics/article
dcterms.license This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
dc.description.version "Peer Reviewed"
dc.identifier.journal Journal of Wind Engineering and Industrial Aerodynamics
dc.identifier.doi 10.1016/j.jweia.2020.104331
dc.contributor.department Verkfræðideild (HR)
dc.contributor.department Department of Engineering (RU)
dc.contributor.school Tæknisvið (HR)
dc.contributor.school School of Technology (RU)


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