CLC number: TU317.2
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2016-12-12
Cited: 0
Clicked: 4199
Citations: Bibtex RefMan EndNote GB/T7714
Xu Wang, Peng Huang, Xian-feng Yu, Xin-rong Wang, Hai-ming Liu. Wind characteristics near the ground during typhoon Meari[J]. Journal of Zhejiang University Science A, 2017, 18(1): 33-48.
@article{title="Wind characteristics near the ground during typhoon Meari",
author="Xu Wang, Peng Huang, Xian-feng Yu, Xin-rong Wang, Hai-ming Liu",
journal="Journal of Zhejiang University Science A",
volume="18",
number="1",
pages="33-48",
year="2017",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1500310"
}
%0 Journal Article
%T Wind characteristics near the ground during typhoon Meari
%A Xu Wang
%A Peng Huang
%A Xian-feng Yu
%A Xin-rong Wang
%A Hai-ming Liu
%J Journal of Zhejiang University SCIENCE A
%V 18
%N 1
%P 33-48
%@ 1673-565X
%D 2017
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1500310
TY - JOUR
T1 - Wind characteristics near the ground during typhoon Meari
A1 - Xu Wang
A1 - Peng Huang
A1 - Xian-feng Yu
A1 - Xin-rong Wang
A1 - Hai-ming Liu
J0 - Journal of Zhejiang University Science A
VL - 18
IS - 1
SP - 33
EP - 48
%@ 1673-565X
Y1 - 2017
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1500310
Abstract: Wind speed and direction data during typhoon Meari were obtained from eight anemometers installed at heights of 10, 20, 30, and 40 m on a 40-m tower built in the Pudong area of Shanghai. Wind-turbulence characteristics, including wind-speed profile, turbulence integral scale, power spectra, correlations, and coherences were analyzed. Wind-speed profiles varied with time during the passage of Meari. Measured wind-speed profiles could be expressed well by both a power law and a log law. turbulence integral scales for u, v, and w components all increased with wind speed. The ratios of the turbulence scales among the turbulence components averaged for all 10-min data were 1׃0.69׃0.08 at 10 m, 1׃0.61׃0.09 at 20 m, and 1׃0.65׃0.13 at 40 m. The turbulence integral scales for the u and v components increased with average gust time, but the turbulence integral scale for the w component remained almost constant when the gust duration was greater than 10 min. The decay factor of the coherence function increased slightly with wind speed, with average values for longitudinal and lateral dimensions of 14.3 and 11.3, respectively. The slope rates of the turbulence spectra in the inertial range were less than −5/3 at first, but gradually satisfied the Kolmogorov 5/3 law. The longitudinal wind-power fluctuation spectrum roughly fitted the von Karman spectrum, but slight deviations occurred in the high-frequency band for lateral and vertical wind-power fluctuation spectra.
This paper was well-organized written and presented a valuable case history study for wind characteristics during typhoons.
[1]AIJ (Architectural Institute of Japan), 2004. AIJ 2004 Recommendations for Loads on Buildings. AIJ, Tokyo, Japan.
[2]ASCE (American Society of Civil Engineers), 2010. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10. ASCE, Reston, VA, USA.
[3]BSI (British Standards Institution), 2004. “Structural Eurocodes”, Eurocode 1: Actions on Structures-General Actions-Part 1-4: Wind actions, Technical Committee CEN/TC250. BSI, London, UK.
[4]Cao, S.Y., Tamura, Y., Kikuchi, N., et al., 2009. Wind characteristics of a strong typhoon. Journal of Wind Engineering and Industrial Aerodynamics, 97(1):11-21.
[5]Choi, E.C.C., 1978. Characteristics of typhoons over the South China Sea. Journal of Wind Engineering and Industrial Aerodynamics, 3(4):353-365.
[6]Davenport, A.G., 1960. Rationale for determining design wind velocities. ASCE Journal of the Structural Division, 86(5):39-68.
[7]Davenport, A.G., 1968. The dependence of wind load on meteorological parameters. In: Wind Effects on Building and Structures. University of Toronto Press, Toronto, Canada, p.19-82.
[8]Deaves, D.M., 1981a. Computations of wind flow over changes in surface roughness. Journal of Wind Engineering and Industrial Aerodynamics, 7(1):65-94.
[9]Deaves, D.M., 1981b. Terrain dependence of longitudinal R.M.S. velocities in the neutral atmosphere. Journal of Wind Engineering and Industrial Aerodynamics, 8(3):259-274.
[10]Deaves, D.M., Harris, R.I., 1978. A Mathematical Model of the Structure of Strong Winds. Technical Report, Construction Industry Research and Information Association, London, UK.
[11]Flay, G.J., Stevenson, D.C., 1988. Integral length scales in strong winds below 20 m. Journal of Wind Engineering and Industrial Aerodynamics, 28(1-3):21-30.
[12]Geernaert, G.L., 1988. Measurements of the angle between the wind vector and wind stress vector in the surface layer over the North Sea. Journal of Geophysical Research: Oceans, 93(C7):8215-8220.
[13]Grimmond, C.S.B., King, T.S., Roth, M., et al., 1998. Aerodynamic roughness of urban areas derived from wind observations. Boundary-Layer Meteorology, 89(1):1-24.
[14]Huang, P., Wang, X., Gu, M., 2012. Field experiments for wind loads on a low-rise building with adjustable pitch. International Journal of Distributed Sensor Networks, 2012: 1-10.
[15]Hui, M.C.H., Larsen, A., Xiang, H.F., 2009. Wind turbulence characteristics study at the Stonecutters Bridge site: part II—wind power spectra, integral length scales and coherences. Journal of Wind Engineering and Industrial Aerodynamics, 97(1):48-59.
[16]Kato, N., Ohkuma, T., Kim, J.R., et al., 1992. Full scale measurements of wind speed in two urban areas using an ultrasonic anemometer. Journal of Wind Engineering and Industrial Aerodynamics, 41(1-3):67-78.
[17]Li, Q.S., Zhi, L., Hu, F., 2010. Boundary layer wind structure from observations on a 325 m tower. Journal of Wind Engineering and Industrial Aerodynamics, 98(12):818-832.
[18]Liu, M., Liao, H., Li, M., et al., 2012. Long-term field measurement and analysis of the natural wind characteristics at the site of Xi-hou-men Bridge. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(3):197-207.
[19]Ly, L.N., 1993. Effects of the angle between wind stress and wind velocity vectors on the aerodynamic drag coefficient at the air-sea interface. Journal of Physical Oceanography, 23(1):159-163.
[20]Panofsky, H.A., Dutton, J.A., 1984. Atmospheric Turbulence: Models and Methods for Engineering Applications. John Wiley & Sons, Inc., New York, USA, p.62-63.
[21]Patil, M.N., 2006. Aerodynamic drag coefficient and roughness length for three seasons over a tropical western Indian station. Atmospheric Research, 80(4):280-293.
[22]Prandtl, L., 1949. Führer durch die Strömungslehre. Friedrich Vieweg & Sohn, Braunschweig, Germany (in German).
[23]Rotach, M.W., 1993. Turbulence close to a rough urban surface part I: Reynolds stress. Boundary-Layer Meteorolgy, 65(1-2):1-28.
[24]Schroeder, J.L., Smith, D.A., 2003. Hurricane Bonnie wind flow characteristics as determined from WEMITE. Journal of Wind Engineering and Industrial Aerodynamics, 91(6):767-789.
[25]Shiau, B.S., 2000. Velocity spectra and turbulence statistics at the northeastern coast of Taiwan under high-wind condition. Journal of Wind Engineering and Industrial Aerodynamics, 88(2-3):139-151.
[26]Simiu, E., Scanlan, R.H., 1996. Wind Effects on Structures —Fundamentals and Applications to Design. John Wiley & Sons, Inc., USA.
[27]Song, L.L., Li, Q.S., Chen, W.C., et al., 2012. Wind characteristics of a strong typhoon in marine surface boundary layer. Wind and Structures, 15(1):1-15.
[28]Tieleman, H.W., 2008. Strong wind observations in the atmospheric surface layer. Journal of Wind Engineering and Industrial Aerodynamics, 96(1):41-77.
[29]von Karman, T., 1948. Progress in the statistical theory of turbulence. Proceedings of the National Academy of Sciences of the United States of America, 34(11):530-539.
[30]Wang, H., Li, A., Niu, J., et al., 2013. Long-term monitoring of wind characteristics at Sutong Bridge site. Journal of Wind Engineering and Industrial Aerodynamics, 115:39-47.
[31]Wang, H., Guo, T., Tao, T.Y., et al., 2015. Study on wind characteristics of Runyang Suspension Bridge based on long-term monitored data. International Journal of Structural Stability and Dynamics, 16(4):1640019.
[32]Wang, X., Huang, P., Gu, M., 2012. Field investigation on wind loads of a low building with adjustable roof pitch near sea. Journal of Vibration and Shock, 31(20):84-89 (in Chinese).
[33]Weber, R.O., 1999. Remarks on the definition and estimation of friction velocity. Boundary-Layer Meteorology, 93(2):197-209.
[34]Xiao, Y.Q., Li, L.X., Song, L.L., 2009. Study on typhoon wind characteristics based on field measurements. The Seventh Asia-Pacific Conference on Wind Engineering.
[35]Xu, Y.L., Zhan, S., 2001. Field measurements of Di Wang Tower during Typhoon York. Journal of Wind Engineering and Industrial Aerodynamics, 89(1):73-93.
[36]Yu, B., Chowdhury, A.G., 2009. Gust factors and turbulence intensities for the tropical cyclone environment. Journal of Applied Meteorology and Climatology, 48(3):534-552.
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