• Title/Summary/Keyword: 풍속 쉬어

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한반도 중규모 대류복합체의 발달특성에 관한 연구

  • Lee, Sun-Hwan;Won, Hyo-Seong;Ryu, Chan-Su
    • 한국지구과학회:학술대회논문집
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    • 2005.02a
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    • pp.176-181
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    • 2005
  • 한반도에 집중호우를 유발시키는 중규모 대류복합체는 매우 복잡한 특성을 띠고 있다. 2004년 7월14일 발생한 중규모 대류복합체의 발달 메커니즘을 분석한 결과, 대류복합체 생성 전에 500 hPa 고도에서 강한 역전층이 나타났으며, 이 역전층은 상승과 하층간의 상당온위의 분리를 유발하여 대기불안정이 더욱 강화시켰다. 그리고 일반적인 중규모 대류복합체 특징인 풍향의 쉬어 보다는 풍속의 쉬어에 의해 대류계의 열역학 불안정이 강화 되었다.

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Evaluation of Dynamic Thrust Under Wind Shear in Wind Turbine Below Rated Wind Speed (정격풍속 이하에서 풍력터빈의 윈드쉬어 추력 동하중 개발)

  • Lim, Chae-Wook
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.4
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    • pp.407-414
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    • 2016
  • As wind turbines are getting larger in size with multi-MW capacity, the blades are getting longer, over 40 m, and hence the asymmetric loads produced during the rotation of the rotor blades are increasing. Some factors such as wind shear, tower shadow, and turbulence have an effect on the asymmetric loads on the blades. This paper focuses on a method of modeling the dynamic load acting on a blade because of thrust variation under wind shear. A method that uses thrust coefficient is presented. For this purpose, "wind shear coefficient of thrust variation" is defined and introduced. Further, we calculate the values of the "wind shear coefficient of thrust variation" for a 2 MW on-shore wind turbine, and analyze them for speeds below the rated wind speed. Then, we implement a dynamic model that represents the thrust variation under wind shear on a blade, using MATLAB/Simulink. It is shown that it is possible to express thrust variations on three blades under wind shear by using both thrust coefficient and "wind shear coefficient of thrust variation."

Characters of Mesoscale Convective Complex Development in Korean Peninsula (한반도 중규모 대류복합체의 발달특성에 관한 연구)

  • Lee Soon-Hwan;Won Hyo-Sung
    • Journal of the Korean earth science society
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    • v.26 no.7
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    • pp.698-705
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    • 2005
  • Heavy rain fall in the Korean Peninsula often occurs in the summer season due to MCC (Mesoscale Convective Complex) with complex mechanism. We analysed the Characteristics and the developing mechanism of MCC occurred at 14 July 2004. The results are as follows: a) There is strong wind inflow from the South-west china sea with heavy moisture and this moisture flux acts as the source of heavy rain, b) Because of the separation of upper and lower atmosphere due to an inversion layer at 600hPa, atmosphere over the Korea Peninsula is suddenly unstable. c) This MCC shows strong shear not with wind direction, but with the wind speed, and this wind shear continues the thermodynamic unstability of the convective system. d) MCC was suddenly developed over Heuksando at 1400LST 14 July 2004. Thus we can say that the topography also was strongly associated with the development of MCC and it is also necessary to clarify the relationship between topography and MCC development. in future research.

Wind Tunnel Aeroelastic Studies of Steel Cable-stayed Bridge with Wind Cable and Temporary Support (강 사장교 가설 중 임시 제진방법에 대한 풍동실험 연구)

  • Cho, Jae Young;Shim, Jong Han;Lee, Hak Eun;Kwon, O Whon
    • Journal of Korean Society of Steel Construction
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    • v.18 no.1
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    • pp.33-45
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    • 2006
  • Cable-stayed bridges are more inherently vulnerable to wind during the erection stages than when they are already being used. Even if a bridge that is already being used is aerodynamically stable, it is prone to having aerodynamic instabilities within the design wind speed during construction. Therefore, when the bridge's designers deliberate on the method they will use in constructing the bridge, they must likewise come up with a suitable plan to ensure the stability of the bridge during its erection (e.g., conducting a wind-tunnel investigation). This paper describes the aeroelastic full-bridge model tests that were conducted to investigate the aerodynamic behavior of the bridge during erection, with emphasis on aerodynamic stability and the mitigation of the buffeting response through temporary stabilization. The aerodynamic performance of a cable -stayed bridge with a main span of 50 m was studied in its completed stage and in two erection stages, corresponding 50% and 90% completion, respectively. In the 50% erection stage tests, a balanced cantilever configuration, with wind cable and temporary support at the tower, was conducted. The system that was determined to be most effective in reducing wind action on the bridge during construction was proposed in the paper, based on the results of the comparative study that was conducted.