Technical Papers
May 7, 2019

Reynolds Number Effects on Wind-Induced Responses of a 243-m-High Solar Tower in Elastic Wind Tunnel Tests

Publication: Journal of Aerospace Engineering
Volume 32, Issue 4

Abstract

The effects of Reynolds number on the wind-induced responses of a 243-m-high solar tower are modified by increasing the surface roughness of the test model. First, a series of wind tunnel tests on eight types of circular cylinder test models with different surface roughness are carried out to measure the aerodynamic forces. The results show that the most suitable surface roughness for Reynolds number modification in view of the aerodynamic forces is the height (or the width) of the rib d/D=0.01 and the net distance between adjacent ribs e/D=0.02. Second, the pressure coefficient around the circumference of the rough test model with d=1  mm and e=2  mm are measured to validate the results obtained from force measurement wind tunnel tests. Finally, the wind-induced responses of the 243-m-high solar tower with the selected surface roughness are measured on the basis of elastic wind tunnel tests under a structural damping ratio of 0.3%, 0.7%, 1.0%, 1.5%, and 2.0%. The results show that the RMS wind-induced responses of the solar tower are markedly reduced by taking the effects of Reynolds number into account. However, it seems that the mean wind-induced responses in the along-wind direction have nothing to do with the surface roughness. The wind-induced responses of the rough solar tower decrease with increase of the structural damping ratio. It appears that it is not suitable to totally adopt the current code to determine the wind loads on the solar tower.

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Acknowledgments

This project was supported by the National Key Research and Development Program of China (Grant Nos. 2017YFC0703600 and 2017YFC0703604), and the National Natural Science Foundation of China (Grant No. 51508184) is also acknowledged.

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 32Issue 4July 2019

History

Received: Jul 10, 2018
Accepted: Jan 18, 2019
Published online: May 7, 2019
Published in print: Jul 1, 2019
Discussion open until: Oct 7, 2019

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Ph.D. Candidate, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]
Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). Email: [email protected]
Professor of Engineering, Northwest Electric Power Design Institute Co., Ltd. of China Power Engineering Consulting Group, 22 South Tuanjie Rd., Hi-Tech Industrial Development Zone, Xi’an 710075, China. Email: [email protected]
Associate Professor, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China. Email: [email protected]
Z. Q. Chen, M.ASCE [email protected]
Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]

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