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XIAO Congzhen, LI Jianhui, MA Tianyi, WEI Yue, WU Zhenhong, QIAO Baojuan. Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 20-30. doi: 10.3724/j.gyjzG23120812
Citation: HUANG Xigui, LUO Shengchang, LI Lixiao. Research on Wind Speed Profile Characteristics of Typhoon Boundary Layer Based on Measured Data[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 98-105. doi: 10.3724/j.gyjzG23121101

Research on Wind Speed Profile Characteristics of Typhoon Boundary Layer Based on Measured Data

doi: 10.3724/j.gyjzG23121101
  • Received Date: 2023-12-11
    Available Online: 2024-04-23
  • The wind-resistant design of building structures in the typhoon affected area in the codes is carried out by analogy with the non-cyclonic wind field, however, many measured results show that there is a large difference between the typhoon wind profile and the profile of the non-cyclonic wind field, and the influencing factors and changing rules of the typhoon wind profile are still not clear at present. To clearly understand the profile characteristics of typhoons, many measured profile data of several typhoons were used for the analysis. The measured data were categorized by three factors, namely, the underlying surface categories, the typhoon structural partitions,and the wind speed, and the wind profile data of each category were comparatively analyzed, and the study showed that: the low-level jet phenomena in typhoon wind profiles was related to the underlying surface categories, the typhoon structural partitions, and the wind speed, the low-level jets were more likely to occur at exposure category A, B, larger wind speed, and in the back eyewall region in typhoon; there was a certain relationship between the gradient wind height of the typhoon wind profile and the type of underlying surface and average wind speed. The gradient wind height of exposure category A and B showed an increasing trend from the center of the typhoon outward, while the gradient wind height underground of exposure category C showed a decreasing and then increasing trend from the center of the typhoon outward.
  • [1]
    ELLIOTT R J R, STROBL E, SUN P. The local impact of typhoons on economic activity in China:A view from outer space[J]. Journal of Urban Economics, 2015, 88(7):50-66.
    [2]
    POWELL M D, VICKERY P J, REINHOLD T A. Reduced drag coefficient for high wind speeds in tropical cyclones[J]. Nature, 2003, 422:279-283.
    [3]
    HE Y, CHAN P, LI Q. Observational study on thermodynamic and kinematic structures of Typhoon Vicente (2012) at landfall[J]. Journal of Wind Engineering Industrial Aerodynamics, 2018, 172:280-297.
    [4]
    LI L X, KAREEM A, HUNT J, et al. Observed sub-hectometer-scale low level jets in surface-layer velocity profiles of landfalling typhoons[J]. Journal of Wind Engineering Industrial Aerodynamics, 2019, 190:151-165.
    [5]
    FUJITA T T. Damage survey of hurricane andrew in south Florida[J]. Storm Data, 1992, 34(8):25-39.
    [6]
    WURMAN J, WINSLOW J. Intense sub-kilometer-scale boundary layer rolls observed in Hurricane Fran[J]. Science, 1998, 280(5363):555-557.
    [7]
    KITABATAKE N, TANAKA Y. Observed low level jets associated with Typhoon Higos (0221) over the Kanto Plain[J]. Sola, 2009(5):105-108.
    [8]
    NGO T T, LETCHFORD C W. Experimental study of topographic effects on gust wind speed[J]. Journal of Wind Engineering Industrial Aerodynamics, 2009, 97(9/10):426-438.
    [9]
    TSE K T, LI S W, CHAN P, et al. Wind profile observations in tropical cyclone events using wind-profilers and doppler SODARs[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2013, 115:93-103.
    [10]
    TSE K T, LI S, FUNG J C H. A comparative study of typhoon wind profiles derived from field measurements, meso-scale numerical simulations, and wind tunnel physical modeling[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 131:46-58.
    [11]
    HE Y, CHAN P, LI Q. Observations of vertical wind profiles of tropical cyclones at coastal areas[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 152:1-14.
    [12]
    SONG L, CHEN W, WANG B, et al. Characteristics of wind profiles in the landfalling typhoon boundary layer[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 149:77-88.
    [13]
    HE J, HON K, LI Q, et al. Wind profile analysis for selected tropical cyclones over the South China Sea based on dropsonde measurements[J]. Atmsfera, 2022, 35(1):111-126.
    [14]
    中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009-2012[S].北京:中国建筑工业出版社, 2012.
    [15]
    中国国家标准化管理委员会.台风涡旋风数据判别规范:GB/T 36745-2018[S].北京:中国标准出版社,2019.
    [16]
    HOLTHUIJSEN L H, POWELL M D, PIETRZAK J D. Wind and waves in extreme hurricanes[J/OL]. Journal of Geophysical Research:Oceans, 2012, 117(C9).[2012-09-01] https://doi.org/10.1029/2012JC007983.
    [17]
    OWINOH A Z, HUNT J C, ORR A, et al. Effects of changing surface heat flux on atmospheric boundary-layer flow over flat terrain[J]. Boundary-Layer Meteorology, 2005, 116(2):331-361.
    [18]
    MAHRT L, VICKERS D, SUN J L, et al. Determination of the surface drag coefficient[J]. Boundary-Layer Meteorology, 2001, 99(2):249-276.
    [19]
    ZHU P, FURST J. On the parameterization of surface momentum transport via drag coefficient in low-wind conditions[J]. Geophys Res Lett, 2013, 40(11):2824-2828.
    [20]
    KEPERT J. The dynamics of boundary layer jets within the tropical cyclone core. Part I:Linear theory[J]. Journal of the Atmospheric Sciences, 2001, 58(17):2469-2484.
    [21]
    KEPERT J, WANG Y. The dynamics of boundary layer jets within the tropical cyclone core. Part II:Nonlinear enhancement[J]. Journal of the Atmospheric Sciences, 2001, 58(17):2485-2501.
    [22]
    MASHIKO W. Formation mechanism of a low-level jet during the passage of Typhoon Ma-on (2004) over the southern Kanto district[J]. Journal of the Meteorological Society of Japan Ser II, 2008, 86(1):183-202.
    [23]
    CARRIER G, HAMMOND A, GEORGE O. A model of the mature hurricane[J]. Journal of Fluid Mechanics, 1971, 47(1):145-170.
    [24]
    SNAIKI R, WU T. A linear height-resolving wind field model for tropical cyclone boundary layer[J]. Journal of Wind Engineering Industrial Aerodynamics, 2017, 171:248-260.
    [25]
    FRANKLIN J L, BLACK M L, VALDE K. Eyewall wind profiles in hurricanes determined by GPS dropwindsondes; proceedings of the Preprints[C]//24th Conf on Hurricanes and Tropical Meteorology. Fort Lauderdale:the Units States of America, 2000.
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